ETABS v8.5.0 File:140 GUADUALES CASA 55 2A SH Units:Ton-m Marzo 8, 2006 11:22 PAGE 1 S T O R Y D A T A STORY SIMILAR TO HEIGHT ELEVATION PISO 2 None 2.400 4.800 PISO 1 PISO 2 2.400 2.400 BASE None 0.000 ETABS v8.5.0 File:140 GUADUALES CASA 55 2A SH Units:Ton-m Marzo 8, 2006 11:22 PAGE 2 S T A T I C L O A D C A S E S STATIC CASE AUTO LAT SELF WT CASE TYPE LOAD MULTIPLIER CM DEAD N/A 1.0000 CV LIVE N/A 0.0000 ETABS v8.5.0 File:140 GUADUALES CASA 55 2A SH Units:Ton-m Marzo 8, 2006 11:22 PAGE 3 R E S P O N S E S P E C T R U M C A S E S RESP 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 2.2600 U2 ---- N/A UZ ---- N/A RESP SPEC CASE: EQX12 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 2.2600 U2 ---- N/A UZ ---- N/A RESP SPEC CASE: EQX21 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 2.2600 U2 ---- N/A UZ ---- N/A RESP SPEC CASE: EQX22 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 2.2600 U2 ---- N/A UZ ---- N/A RESP SPEC CASE: EQY11 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 ---- N/A U2 MICRO3 2.4800 UZ ---- N/A RESP SPEC CASE: EQY12 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 ---- N/A U2 MICRO3 2.4800 UZ ---- N/A RESP SPEC CASE: EQY21 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 ---- N/A U2 MICRO3 2.4800 UZ ---- N/A RESP SPEC CASE: EQY22 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 ---- N/A U2 MICRO3 2.4800 UZ ---- N/A RESP SPEC CASE: DERX11 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 NSR98 12.5900 U2 ---- N/A UZ ---- N/A RESP SPEC CASE: DERX12 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 NSR98 12.5900 U2 ---- N/A UZ ---- N/A RESP SPEC CASE: DERY11 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 ---- N/A U2 NSR98 13.8800 UZ ---- N/A RESP SPEC CASE: DERY12 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 ---- N/A U2 NSR98 13.8800 UZ ---- N/A ETABS v8.5.0 File:140 GUADUALES CASA 55 2A SH Units:Ton-m Marzo 8, 2006 11:22 PAGE 4 M A S S S O U R C E D A T A MASS LATERAL LUMP MASS FROM MASS ONLY AT STORIES Loads Yes Yes M A S S S O U R C E L O A D S LOAD MULTIPLIER CM 1.0000 ETABS v8.5.0 File:140 GUADUALES CASA 55 2A SH Units:Ton-m Marzo 8, 2006 11:22 PAGE 5 D I A P H R A G M M A S S D A T A STORY DIAPHRAGM MASS-X MASS-Y MMI X-M Y-M PISO 1 D1 5.5844 5.5844 115.0517 3.784 6.844 ETABS v8.5.0 File:140 GUADUALES CASA 55 2A SH Units:Ton-m Marzo 8, 2006 11:22 PAGE 6 A S S E M B L E D P O I N T M A S S E S STORY UX UY UZ RX RY RZ PISO 2 2.619800 2.619800 0.000000 0.000000 0.000000 0.000000 PISO 1 5.602749 5.602749 0.000000 0.000000 0.000000 115.051703 BASE 3.219485 3.219485 0.000000 0.000000 0.000000 0.000000 Totals 11.442034 11.442034 0.000000 0.000000 0.000000 115.051703 ETABS v8.5.0 File:140 GUADUALES CASA 55 2A SH Units:Ton-m Marzo 8, 2006 11:22 PAGE 7 C 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 F R I G I D I T Y STORY DIAPHRAGM /----------CENTER OF MASS----------//--CENTER OF RIGIDITY--/ LEVEL NAME MASS ORDINATE-X ORDINATE-Y ORDINATE-X ORDINATE-Y PISO 1 D1 5.5844 3.784 6.844 4.892 7.283 ETABS v8.5.0 File:140 GUADUALES CASA 55 2A SH Units:Ton-m Marzo 8, 2006 11:22 PAGE 8 M O D A L P E R I O D S A N D F R E Q U E N C I E S MODE PERIOD FREQUENCY CIRCULAR FREQ NUMBER (TIME) (CYCLES/TIME) (RADIANS/TIME) Mode 1 0.16245 6.15578 38.67792 Mode 2 0.09397 10.64185 66.86473 Mode 3 0.07634 13.09905 82.30375 Mode 4 0.06103 16.38631 102.95820 Mode 5 0.05597 17.86577 112.25394 Mode 6 0.05154 19.40109 121.90064 Mode 7 0.04591 21.78249 136.86343 Mode 8 0.04286 23.33396 146.61162 Mode 9 0.04009 24.94426 156.72944 Mode 10 0.03751 26.66284 167.52754 Mode 11 0.03504 28.53905 179.31614 Mode 12 0.03376 29.62267 186.12470 Mode 13 0.03308 30.23413 189.96663 Mode 14 0.03115 32.10099 201.69646 Mode 15 0.03005 33.27707 209.08599 Mode 16 0.02864 34.91364 219.36890 Mode 17 0.02630 38.02338 238.90797 Mode 18 0.02377 42.07230 264.34803 Mode 19 0.02244 44.55795 279.96585 Mode 20 0.01992 50.19528 315.38624 Mode 21 0.01748 57.20879 359.45343 Mode 22 0.01695 58.98141 370.59111 Mode 23 0.01475 67.80949 426.05959 Mode 24 0.01223 81.76782 513.76240 Mode 25 0.01057 94.61701 594.49622 Mode 26 0.00235 425.24011 2671.86243 Mode 27 0.00224 446.41317 2804.89667 ETABS v8.5.0 File:140 GUADUALES CASA 55 2A SH Units:Ton-m Marzo 8, 2006 11:22 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 S MODE X-TRANS Y-TRANS Z-TRANS RX-ROTN RY-ROTN RZ-ROTN NUMBER %MASS %MASS %MASS %MASS %MASS %MASS Mode 1 70.62 < 71> 0.06 < 0> 0.00 < 0> 0.07 < 0> 99.56 0.10 < 0> Mode 2 0.00 < 71> 62.51 < 63> 0.00 < 0> 87.89 < 88> 0.01 5.14 < 5> Mode 3 1.07 < 72> 6.15 < 69> 0.00 < 0> 8.67 < 97> 0.36 10.39 < 16> Mode 4 0.00 < 72> 0.80 < 70> 0.00 < 0> 0.71 < 97> 0.00 2.37 < 18> Mode 5 0.17 < 72> 0.52 < 70> 0.00 < 0> 1.26 < 99> 0.01 42.99 < 61> Mode 6 0.14 < 72> 0.98 < 71> 0.00 < 0> 1.03 0.02 8.62 < 70> Mode 7 0.47 < 72> 0.05 < 71> 0.00 < 0> 0.08 0.00 7.38 < 77> Mode 8 0.20 < 73> 0.06 < 71> 0.00 < 0> 0.05 0.01 0.38 < 77> Mode 9 0.01 < 73> 0.28 < 71> 0.00 < 0> 0.05 0.00 1.75 < 79> Mode 10 0.10 < 73> 0.00 < 71> 0.00 < 0> 0.01 0.00 0.14 < 79> Mode 11 0.04 < 73> 0.08 < 71> 0.00 < 0> 0.03 0.00 0.03 < 79> Mode 12 0.02 < 73> 0.10 < 72> 0.00 < 0> 0.00 0.00 0.04 < 79> Mode 13 0.10 < 73> 0.01 < 72> 0.00 < 0> 0.00 0.00 0.81 < 80> Mode 14 0.98 < 74> 0.00 < 72> 0.00 < 0> 0.01 0.00 0.05 < 80> Mode 15 0.10 < 74> 0.65 < 72> 0.00 < 0> 0.01 0.00 0.09 < 80> Mode 16 0.41 < 74> 0.04 < 72> 0.00 < 0> 0.01 0.00 0.05 < 80> Mode 17 0.01 < 74> 0.81 < 73> 0.00 < 0> 0.03 0.01 0.02 < 80> Mode 18 2.30 < 77> 0.03 < 73> 0.00 < 0> 0.01 0.00 0.09 < 80> Mode 19 0.07 < 77> 0.56 < 74> 0.00 < 0> 0.01 0.00 0.07 < 81> Mode 20 2.03 < 79> 0.03 < 74> 0.00 < 0> 0.00 0.00 0.20 < 81> Mode 21 0.44 < 79> 0.11 < 74> 0.00 < 0> 0.00 0.00 0.25 < 81> Mode 22 0.29 < 80> 1.49 < 75> 0.00 < 0> 0.00 0.00 1.09 < 82> Mode 23 0.00 < 80> 1.01 < 76> 0.00 < 0> 0.00 0.00 0.10 < 82> Mode 24 0.45 < 80> 0.16 < 76> 0.00 < 0> 0.00 0.00 0.02 < 82> Mode 25 0.00 < 80> 3.48 < 80> 0.00 < 0> 0.01 0.00 0.98 < 83> Mode 26 15.87 < 96> 0.02 < 80> 0.00 < 0> 0.00 0.00 0.30 < 83> Mode 27 0.02 < 96> 15.31 < 95> 0.00 < 0> 0.00 0.00 0.03 < 83> ETABS v8.5.0 File:140 GUADUALES CASA 55 2A SH Units:Ton-m Marzo 8, 2006 11:22 PAGE 10 M 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 DYNAMIC Load CM 1.1225 0.0000 Load CV 4.1017 0.0000 Load HL 0.0000 0.0000 Accel UX 100.0000 95.9174 Accel UY 100.0000 95.3067 Accel UZ 0.0000 0.0000 Accel RX 99.9953 99.9332 Accel RY 99.9997 99.9827 Accel RZ 225.5231 83.4989 ETABS v8.5.0 File:140 GUADUALES CASA 55 2A SH Units:Ton-m Marzo 8, 2006 11:22 PAGE 11 TOTAL REACTIVE FORCES (RECOVERED LOADS) AT ORIGIN LOAD FX FY FZ MX MY MZ CM 0.00 0.00 112.21 780.623 -427.112 0.000 CV 0.00 0.00 15.96 106.346 -57.446 0.000 HL 0.00 0.00 0.00 0.000 0.000 0.000 EQX11 15.16 0.69 0.00 2.344 52.754 107.188 EQX12 15.16 0.69 0.00 2.344 52.754 107.188 EQX21 15.16 0.69 0.00 2.344 52.754 107.188 EQX22 15.16 0.69 0.00 2.344 52.754 107.188 EQY11 0.76 15.14 0.00 52.353 2.017 49.511 EQY12 0.76 15.14 0.00 52.353 2.017 49.511 EQY21 0.76 15.14 0.00 52.353 2.017 49.511 EQY22 0.76 15.14 0.00 52.353 2.017 49.511 DERX11 58.64 2.68 0.00 9.067 204.085 414.667 DERX12 58.64 2.68 0.00 9.067 204.085 414.667 DERY11 2.95 58.86 0.00 203.478 7.839 192.433 DERY12 2.95 58.86 0.00 203.478 7.839 192.433 ETABS v8.5.0 File:140 GUADUALES CASA 55 2A SH Units:Ton-m Marzo 8, 2006 11:22 PAGE 12 S T O R Y F O R C E S STORY LOAD P VX VY T MX MY PISO 2 EQX11 0.00 7.22 0.35 48.525 0.847 17.364 PISO 1 EQX11 0.00 14.79 0.69 104.116 2.344 52.754 PISO 2 EQX12 0.00 7.22 0.35 48.525 0.847 17.364 PISO 1 EQX12 0.00 14.79 0.69 104.116 2.344 52.754 PISO 2 EQX21 0.00 7.22 0.35 48.525 0.847 17.364 PISO 1 EQX21 0.00 14.79 0.69 104.116 2.344 52.754 PISO 2 EQX22 0.00 7.22 0.35 48.525 0.847 17.364 PISO 1 EQX22 0.00 14.79 0.69 104.116 2.344 52.754 PISO 2 EQY11 0.00 0.39 7.18 22.071 17.245 0.930 PISO 1 EQY11 0.00 0.75 14.74 47.697 52.353 2.017 PISO 2 EQY12 0.00 0.39 7.18 22.071 17.245 0.930 PISO 1 EQY12 0.00 0.75 14.74 47.697 52.353 2.017 PISO 2 EQY21 0.00 0.39 7.18 22.071 17.245 0.930 PISO 1 EQY21 0.00 0.75 14.74 47.697 52.353 2.017 PISO 2 EQY22 0.00 0.39 7.18 22.071 17.245 0.930 PISO 1 EQY22 0.00 0.75 14.74 47.697 52.353 2.017 PISO 2 DERX11 0.00 27.94 1.37 187.724 3.278 67.174 PISO 1 DERX11 0.00 57.23 2.66 402.785 9.067 204.085 PISO 2 DERX12 0.00 27.94 1.37 187.724 3.278 67.174 PISO 1 DERX12 0.00 57.23 2.66 402.785 9.067 204.085 PISO 2 DERY11 0.00 1.50 27.91 85.780 67.025 3.614 PISO 1 DERY11 0.00 2.93 57.28 185.380 203.478 7.839 PISO 2 DERY12 0.00 1.50 27.91 85.780 67.025 3.614 PISO 1 DERY12 0.00 2.93 57.28 185.380 203.478 7.839 ETABS v8.5.0 File:140 GUADUALES CASA 55 2A SH Units:Ton-m Marzo 8, 2006 11:22 PAGE 13 STORY DRIFTS STORY DIRECTION LOAD MAX DRIFT PISO 2 X EQX11 1/1589 PISO 2 Y EQX11 1/4626 PISO 1 X EQX11 1/2590 PISO 1 Y EQX11 1/59045 PISO 2 X EQX12 1/1589 PISO 2 Y EQX12 1/4626 PISO 1 X EQX12 1/2590 PISO 1 Y EQX12 1/59045 PISO 2 X EQX21 1/1589 PISO 2 Y EQX21 1/4626 PISO 1 X EQX21 1/2590 PISO 1 Y EQX21 1/59045 PISO 2 X EQX22 1/1589 PISO 2 Y EQX22 1/4626 PISO 1 X EQX22 1/2590 PISO 1 Y EQX22 1/59045 PISO 2 X EQY11 1/2681 PISO 2 Y EQY11 1/2647 PISO 1 X EQY11 1/22080 PISO 1 Y EQY11 1/6886 PISO 2 X EQY12 1/2681 PISO 2 Y EQY12 1/2647 PISO 1 X EQY12 1/22080 PISO 1 Y EQY12 1/6886 PISO 2 X EQY21 1/2681 PISO 2 Y EQY21 1/2647 PISO 1 X EQY21 1/22080 PISO 1 Y EQY21 1/6886 PISO 2 X EQY22 1/2681 PISO 2 Y EQY22 1/2647 PISO 1 X EQY22 1/22080 PISO 1 Y EQY22 1/6886 PISO 2 X DERX11 1/411 PISO 2 Y DERX11 1/1196 PISO 1 X DERX11 1/669 PISO 1 Y DERX11 1/15263 PISO 2 X DERX12 1/411 PISO 2 Y DERX12 1/1196 PISO 1 X DERX12 1/669 PISO 1 Y DERX12 1/15263 PISO 2 X DERY11 1/690 PISO 2 Y DERY11 1/681 PISO 1 X DERY11 1/5681 PISO 1 Y DERY11 1/1772 PISO 2 X DERY12 1/690 PISO 2 Y DERY12 1/681 PISO 1 X DERY12 1/5681 PISO 1 Y DERY12 1/1772 ETABS v8.5.0 File:140 GUADUALES CASA 55 2A SH Units:Ton-m Marzo 8, 2006 11:22 PAGE 14 DISPLACEMENTS AT DIAPHRAGM CENTER OF MASS STORY DIAPHRAGM LOAD UX UY RZ PISO 1 D1 EQX11 0.00090675 0.00003251 0.00000 PISO 1 D1 EQX12 0.00090675 0.00003251 0.00000 PISO 1 D1 EQX21 0.00090675 0.00003251 0.00000 PISO 1 D1 EQX22 0.00090675 0.00003251 0.00000 PISO 1 D1 EQY11 0.00003528 0.00030093 0.00002 PISO 1 D1 EQY12 0.00003528 0.00030093 0.00002 PISO 1 D1 EQY21 0.00003528 0.00030093 0.00002 PISO 1 D1 EQY22 0.00003528 0.00030093 0.00002 PISO 1 D1 DERX11 0.00350787 0.00012576 0.00002 PISO 1 D1 DERX12 0.00350787 0.00012576 0.00002 PISO 1 D1 DERY11 0.00013713 0.00116961 0.00006 PISO 1 D1 DERY12 0.00013713 0.00116961 0.00006 ETABS v8.5.0 File:140 GUADUALES CASA 55 2A SH Units:Ton-m Marzo 8, 2006 11:22 PAGE 15 STORY MAXIMUM AND AVERAGE LATERAL DISPLACEMENTS STORY LOAD DIR MAXIMUM AVERAGE RATIO PISO 1 EQX11 X 0.00093051 0.00091782 1.014 PISO 1 EQX11 Y 0.00004065 0.00003657 1.112 PISO 1 EQX12 X 0.00093051 0.00091782 1.014 PISO 1 EQX12 Y 0.00004065 0.00003657 1.112 PISO 1 EQX21 X 0.00093051 0.00091782 1.014 PISO 1 EQX21 Y 0.00004065 0.00003657 1.112 PISO 1 EQX22 X 0.00093051 0.00091782 1.014 PISO 1 EQX22 Y 0.00004065 0.00003657 1.112 PISO 1 EQY11 X 0.00010869 0.00007144 1.522 PISO 1 EQY11 Y 0.00034853 0.00030434 1.145 PISO 1 EQY12 X 0.00010869 0.00007144 1.522 PISO 1 EQY12 Y 0.00034853 0.00030434 1.145 PISO 1 EQY21 X 0.00010869 0.00007144 1.522 PISO 1 EQY21 Y 0.00034853 0.00030434 1.145 PISO 1 EQY22 X 0.00010869 0.00007144 1.522 PISO 1 EQY22 Y 0.00034853 0.00030434 1.145 PISO 1 DERX11 X 0.00359978 0.00355070 1.014 PISO 1 DERX11 Y 0.00015725 0.00014147 1.112 PISO 1 DERX12 X 0.00359978 0.00355070 1.014 PISO 1 DERX12 Y 0.00015725 0.00014147 1.112 PISO 1 DERY11 X 0.00042245 0.00027765 1.522 PISO 1 DERY11 Y 0.00135461 0.00118287 1.145 PISO 1 DERY12 X 0.00042245 0.00027765 1.522 PISO 1 DERY12 Y 0.00135461 0.00118287 1.145