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ETABS v9.7.1 File:MODEL BSI Units:Kgf-m January 21, 2015 10:09 PAGE 1 PROJECT INFORMATION Company Name = unand ETABS v9.7.1 File:MODEL BSI Units:Kgf-m January 21, 2015 10:09 PAGE 2 S T O R Y D A T A STORY SIMILAR TO HEIGHT ELEVATION STORY5 None 3.658 18.058 STORY4 None 3.050 14.400 STORY3 None 3.950 11.350 STORY2 None 3.700 7.400 STORY1 None 3.700 3.700 BASE None 0.000 ETABS v9.7.1 File:MODEL BSI Units:Kgf-m January 21, 2015 10:09 PAGE 3 S T A T I C L O A D C A S E S STATIC CASE AUTO LAT SELF WT NOTIONAL NOTIONAL CASE TYPE LOAD MULTIPLIER FACTOR DIRECTION DEAD DEAD N/A 1.0000 LIVE LIVE N/A 0.0000 EQX1 QUAKE USER_LOADS 0.0000 EQX2 QUAKE USER_LOADS 0.0000 EQY1 QUAKE USER_LOADS 0.0000 EQY2 QUAKE USER_LOADS 0.0000 ETABS v9.7.1 File:MODEL BSI Units:Kgf-m January 21, 2015 10:09 PAGE 4 R E S P O N S E S P E C T R U M C A S E S RESP SPEC CASE: SPEC1 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 GEMPA 1.2263 U2 ---- N/A UZ ---- N/A RESP SPEC CASE: SPEC2 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 GEMPA 1.2263 UZ ---- N/A ETABS v9.7.1 File:MODEL BSI Units:Kgf-m January 21, 2015 10:09 PAGE 5 A U T O S E I S M I C U S E R L O A D S Case: EQX1 SPECIFIED AUTO SEISMIC LOADS STORY DIAPHRAGM FX FY MZ X Y AUTO SEISMIC CALCULATION RESULTS AUTO SEISMIC STORY FORCES STORY FX FY FZ MX MY MZ STORY5 0.00 0.00 0.00 0.000 0.000 0.000 STORY4 0.00 0.00 0.00 0.000 0.000 0.000 STORY3 0.00 0.00 0.00 0.000 0.000 0.000 STORY2 0.00 0.00 0.00 0.000 0.000 0.000 STORY1 0.00 0.00 0.00 0.000 0.000 0.000 ETABS v9.7.1 File:MODEL BSI Units:Kgf-m January 21, 2015 10:09 PAGE 6 A U T O S E I S M I C U S E R L O A D S Case: EQX2 SPECIFIED AUTO SEISMIC LOADS STORY DIAPHRAGM FX FY MZ X Y AUTO SEISMIC CALCULATION RESULTS AUTO SEISMIC STORY FORCES STORY FX FY FZ MX MY MZ STORY5 0.00 0.00 0.00 0.000 0.000 0.000 STORY4 0.00 0.00 0.00 0.000 0.000 0.000 STORY3 0.00 0.00 0.00 0.000 0.000 0.000 STORY2 0.00 0.00 0.00 0.000 0.000 0.000 STORY1 0.00 0.00 0.00 0.000 0.000 0.000 ETABS v9.7.1 File:MODEL BSI Units:Kgf-m January 21, 2015 10:09 PAGE 7 A U T O S E I S M I C U S E R L O A D S Case: EQY1 SPECIFIED AUTO SEISMIC LOADS STORY DIAPHRAGM FX FY MZ X Y AUTO SEISMIC CALCULATION RESULTS AUTO SEISMIC STORY FORCES STORY FX FY FZ MX MY MZ STORY5 0.00 0.00 0.00 0.000 0.000 0.000 STORY4 0.00 0.00 0.00 0.000 0.000 0.000 STORY3 0.00 0.00 0.00 0.000 0.000 0.000 STORY2 0.00 0.00 0.00 0.000 0.000 0.000 STORY1 0.00 0.00 0.00 0.000 0.000 0.000 ETABS v9.7.1 File:MODEL BSI Units:Kgf-m January 21, 2015 10:09 PAGE 8 A U T O S E I S M I C U S E R L O A D S Case: EQY2 SPECIFIED AUTO SEISMIC LOADS STORY DIAPHRAGM FX FY MZ X Y AUTO SEISMIC CALCULATION RESULTS AUTO SEISMIC STORY FORCES STORY FX FY FZ MX MY MZ STORY5 0.00 0.00 0.00 0.000 0.000 0.000 STORY4 0.00 0.00 0.00 0.000 0.000 0.000 STORY3 0.00 0.00 0.00 0.000 0.000 0.000 STORY2 0.00 0.00 0.00 0.000 0.000 0.000 STORY1 0.00 0.00 0.00 0.000 0.000 0.000 ETABS v9.7.1 File:MODEL BSI Units:Kgf-m January 21, 2015 10:09 PAGE 9 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 DEAD 1.0000 ETABS v9.7.1 File:MODEL BSI Units:Kgf-m January 21, 2015 10:09 PAGE 10 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 STORY4 D1 0.000E+00 0.000E+00 0.000E+00 2.974 4.640 STORY3 D1 0.000E+00 0.000E+00 0.000E+00 3.328 4.640 STORY2 D1 0.000E+00 0.000E+00 0.000E+00 3.333 4.640 STORY1 D1 0.000E+00 0.000E+00 0.000E+00 3.331 4.640 ETABS v9.7.1 File:MODEL BSI Units:Kgf-m January 21, 2015 10:09 PAGE 11 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 STORY5 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 STORY4 8.035E+03 8.035E+03 0.000E+00 0.000E+00 0.000E+00 0.000E+00 STORY3 1.147E+04 1.147E+04 0.000E+00 0.000E+00 0.000E+00 0.000E+00 STORY2 1.156E+04 1.156E+04 0.000E+00 0.000E+00 0.000E+00 0.000E+00 STORY1 1.152E+04 1.152E+04 0.000E+00 0.000E+00 0.000E+00 0.000E+00 BASE 4.929E+02 4.929E+02 0.000E+00 0.000E+00 0.000E+00 0.000E+00 Totals 4.308E+04 4.308E+04 0.000E+00 0.000E+00 0.000E+00 0.000E+00 ETABS v9.7.1 File:MODEL BSI Units:Kgf-m January 21, 2015 10:09 PAGE 12 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 STORY4 D1 0.000E+00 0.000 0.000 4.052 4.640 STORY3 D1 0.000E+00 0.000 0.000 4.071 4.640 STORY2 D1 0.000E+00 0.000 0.000 4.080 4.640 STORY1 D1 0.000E+00 0.000 0.000 4.086 4.640 ETABS v9.7.1 File:MODEL BSI Units:Kgf-m January 21, 2015 10:09 PAGE 13 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 1.14121 0.87626 5.50570 Mode 2 0.89709 1.11472 7.00398 Mode 3 0.81760 1.22310 7.68494 Mode 4 0.37893 2.63899 16.58127 Mode 5 0.27528 3.63265 22.82460 Mode 6 0.25967 3.85103 24.19671 Mode 7 0.22096 4.52563 28.43540 Mode 8 0.17415 5.74212 36.07880 Mode 9 0.14741 6.78378 42.62374 Mode 10 0.14305 6.99050 43.92262 Mode 11 0.11479 8.71133 54.73493 Mode 12 0.11233 8.90253 55.93627 ETABS v9.7.1 File:MODEL BSI Units:Kgf-m January 21, 2015 10:09 PAGE 14 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 0.00 < 0> 83.75 < 84> 0.00 < 0> 95.26 < 95> 0.00 < 0> 3.68 < 4> Mode 2 84.15 < 84> 0.00 < 84> 0.00 < 0> 0.00 < 95> 99.51 0.00 < 4> Mode 3 0.00 < 84> 3.69 < 87> 0.00 < 0> 3.81 < 99> 0.00 81.55 < 85> Mode 4 0.00 < 84> 9.79 < 97> 0.00 < 0> 0.48 0.00 0.40 < 86> Mode 5 11.88 < 96> 0.00 < 97> 0.00 < 0> 0.00 0.10 0.00 < 86> Mode 6 0.00 < 96> 0.41 < 98> 0.00 < 0> 0.00 0.00 10.77 < 96> Mode 7 0.00 < 96> 2.22 0.00 < 0> 0.18 0.00 0.17 < 97> Mode 8 0.00 < 96> 0.07 0.00 < 0> 0.24 0.00 0.02 < 97> Mode 9 3.43 < 99> 0.00 0.00 < 0> 0.00 0.35 0.00 < 97> Mode 10 0.00 < 99> 0.06 0.00 < 0> 0.01 0.00 3.13 Mode 11 0.53 0.00 0.00 < 0> 0.00 0.04 0.00 Mode 12 0.00 0.01 0.00 < 0> 0.00 0.00 0.28 ETABS v9.7.1 File:MODEL BSI Units:Kgf-m January 21, 2015 10:09 PAGE 15 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 DEAD 1.5127 0.0000 Load LIVE 2.3602 0.0000 Load EQX1 0.0000 0.0000 Load EQX2 0.0000 0.0000 Load EQY1 0.0000 0.0000 Load EQY2 0.0000 0.0000 Accel UX 100.0000 99.9982 Accel UY 100.0000 99.9998 Accel UZ 0.0000 0.0000 Accel RX 100.0000 100.0000 Accel RY 100.0000 99.9999 Accel RZ 113.8627 99.9961 ETABS v9.7.1 File:MODEL BSI Units:Kgf-m January 21, 2015 10:09 PAGE 16 TOTAL REACTIVE FORCES (RECOVERED LOADS) AT ORIGIN LOAD FX FY FZ MX MY MZ DEAD -3.703E-09 -1.874E-10 4.300E+05 1.995E+06 -1.407E+06 1.493E-08 LIVE -1.134E-09 -5.786E-11 7.772E+04 3.606E+05 -2.228E+05 4.572E-09 EQX1 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 EQX2 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 EQY1 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 EQY2 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 SPEC1 2.700E+04 3.826E-05 8.832E-12 8.193E+01 2.845E+05 1.393E+05 SPEC2 9.350E-05 2.198E+04 1.681E-11 2.298E+05 6.500E-05 7.223E+04 ETABS v9.7.1 File:MODEL BSI Units:Kgf-m January 21, 2015 10:09 PAGE 17 S T O R Y F O R C E S STORY LOAD P VX VY T MX MY STORY5 EQX1 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 STORY4 EQX1 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 STORY3 EQX1 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 STORY2 EQX1 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 STORY1 EQX1 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 STORY5 EQX2 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 STORY4 EQX2 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 STORY3 EQX2 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 STORY2 EQX2 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 STORY1 EQX2 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 STORY5 EQY1 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 STORY4 EQY1 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 STORY3 EQY1 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 STORY2 EQY1 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 STORY1 EQY1 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 STORY5 EQY2 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 STORY4 EQY2 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 STORY3 EQY2 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 STORY2 EQY2 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 STORY1 EQY2 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 STORY5 SPEC1 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 STORY4 SPEC1 3.513E-11 8.008E+03 6.653E-05 4.090E+04 2.053E+00 2.458E+04 STORY3 SPEC1 7.517E-12 1.762E+04 6.358E-05 9.004E+04 1.724E+01 9.500E+04 STORY2 SPEC1 7.298E-12 2.396E+04 1.297E-05 1.230E+05 4.526E+01 1.844E+05 STORY1 SPEC1 8.832E-12 2.700E+04 3.826E-05 1.393E+05 8.193E+01 2.845E+05 STORY5 SPEC2 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 STORY4 SPEC2 1.611E-11 1.358E-04 6.209E+03 1.846E+04 1.908E+04 4.144E-04 STORY3 SPEC2 2.175E-11 3.096E-04 1.393E+04 4.417E+04 7.534E+04 8.270E-04 STORY2 SPEC2 9.864E-12 2.937E-04 1.909E+04 6.193E+04 1.472E+05 2.901E-04 STORY1 SPEC2 1.681E-11 9.350E-05 2.198E+04 7.223E+04 2.298E+05 6.500E-05 ETABS v9.7.1 File:MODEL BSI Units:Kgf-m January 21, 2015 10:09 PAGE 18 STORY DRIFTS STORY DIRECTION LOAD MAX DRIFT STORY4 X SPEC1 1/1419 STORY3 X SPEC1 1/639 STORY2 X SPEC1 1/512 STORY1 X SPEC1 1/692 STORY4 Y SPEC2 1/1344 STORY3 Y SPEC2 1/465 STORY2 Y SPEC2 1/369 STORY1 Y SPEC2 1/416 ETABS v9.7.1 File:MODEL BSI Units:Kgf-m January 21, 2015 10:09 PAGE 19 DISPLACEMENTS AT DIAPHRAGM CENTER OF MASS STORY DIAPHRAGM LOAD UX UY RZ STORY4 D1 EQX1 0.0000 0.0000 0.00000 STORY3 D1 EQX1 0.0000 0.0000 0.00000 STORY2 D1 EQX1 0.0000 0.0000 0.00000 STORY1 D1 EQX1 0.0000 0.0000 0.00000 STORY4 D1 EQX2 0.0000 0.0000 0.00000 STORY3 D1 EQX2 0.0000 0.0000 0.00000 STORY2 D1 EQX2 0.0000 0.0000 0.00000 STORY1 D1 EQX2 0.0000 0.0000 0.00000 STORY4 D1 EQY1 0.0000 0.0000 0.00000 STORY3 D1 EQY1 0.0000 0.0000 0.00000 STORY2 D1 EQY1 0.0000 0.0000 0.00000 STORY1 D1 EQY1 0.0000 0.0000 0.00000 STORY4 D1 EQY2 0.0000 0.0000 0.00000 STORY3 D1 EQY2 0.0000 0.0000 0.00000 STORY2 D1 EQY2 0.0000 0.0000 0.00000 STORY1 D1 EQY2 0.0000 0.0000 0.00000 STORY4 D1 SPEC1 0.0193 0.0004 0.00032 STORY3 D1 SPEC1 0.0173 0.0002 0.00029 STORY2 D1 SPEC1 0.0116 0.0002 0.00020 STORY1 D1 SPEC1 0.0049 0.0001 0.00009 STORY4 D1 SPEC2 0.0000 0.0244 0.00139 STORY3 D1 SPEC2 0.0000 0.0223 0.00127 STORY2 D1 SPEC2 0.0000 0.0157 0.00088 STORY1 D1 SPEC2 0.0000 0.0077 0.00040 ETABS v9.7.1 File:MODEL BSI Units:Kgf-m January 21, 2015 10:09 PAGE 20 STORY MAXIMUM AND AVERAGE LATERAL DISPLACEMENTS STORY LOAD DIR MAXIMUM AVERAGE RATIO STORY4 EQX1 Y 0.0000 0.0000 STORY3 EQX1 Y 0.0000 0.0000 STORY2 EQX1 Y 0.0000 0.0000 STORY1 EQX1 Y 0.0000 0.0000 STORY4 EQX2 Y 0.0000 0.0000 STORY3 EQX2 Y 0.0000 0.0000 STORY2 EQX2 Y 0.0000 0.0000 STORY1 EQX2 Y 0.0000 0.0000 STORY4 EQY1 Y 0.0000 0.0000 STORY3 EQY1 Y 0.0000 0.0000 STORY2 EQY1 Y 0.0000 0.0000 STORY1 EQY1 Y 0.0000 0.0000 STORY4 EQY2 Y 0.0000 0.0000 STORY3 EQY2 Y 0.0000 0.0000 STORY2 EQY2 Y 0.0000 0.0000 STORY1 EQY2 Y 0.0000 0.0000 STORY4 SPEC1 X 0.0208 0.0200 1.037 STORY3 SPEC1 X 0.0187 0.0180 1.037 STORY2 SPEC1 X 0.0126 0.0121 1.038 STORY1 SPEC1 X 0.0053 0.0051 1.040 STORY4 SPEC2 Y 0.0280 0.0244 1.146 STORY3 SPEC2 Y 0.0260 0.0227 1.145 STORY2 SPEC2 Y 0.0182 0.0160 1.142 STORY1 SPEC2 Y 0.0089 0.0078 1.137