Casa Arquitecto Uriel Rev3

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7/23/2019 Casa Arquitecto Uriel Rev3 http://slidepdf.com/reader/full/casa-arquitecto-uriel-rev3 1/30  ETABS v9.7.4 File:CASA ARQUITECTO URIEL REV3 Units:Ton-m diciembre 16, 2015 18:11 PAGE 1  S T O R Y D A T A STORY SIMILAR TO HEIGHT ELEVATION  N+5.00 None 0.650 5.000  N+4.35 None 0.500 4.350  N+3.85 None 0.350 3.850  N+3.50 None 0.150 3.500  N+3.35 None 0.350 3.350  N+3.00 None 0.250 3.000  N+2.75 None 0.350 2.750  N+2.40 None 2.400 2.400  BASE None 0.000  ETABS v9.7.4 File:CASA ARQUITECTO URIEL REV3 Units:Ton-m diciembre 16, 2015 18:11 PAGE 2  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  CM DEAD N/A 1.0000  CV LIVE N/A 0.0000  FHX11 QUAKE USER_COEFF 0.0000  FHY11 QUAKE USER_COEFF 0.0000  CVC LIVE N/A 0.0000  WP0 WIND None 0.0000  WS0 WIND None 0.0000  PP DEAD N/A 1.0000  WP90 WIND None 0.0000  WS90 WIND None 0.0000  FHX12 QUAKE USER_COEFF 0.0000  FHX21 QUAKE USER_COEFF 0.0000  FHX22 QUAKE USER_COEFF 0.0000  FHY12 QUAKE USER_COEFF 0.0000  FHY21 QUAKE USER_COEFF 0.0000  FHY22 QUAKE USER_COEFF 0.0000  FHEX QUAKE USER_COEFF 0.0000  FHEY QUAKE USER_COEFF 0.0000  WP180 WIND None 0.0000  WS180 WIND None 0.0000  ETABS v9.7.4 File:CASA ARQUITECTO URIEL REV3 Units:Ton-m diciembre 16, 2015 18:11 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: DERX11  BASIC RESPONSE SPECTRUM DATA  MODAL DIRECTION MODAL SPECTRUM TYPICAL  COMBO COMBO DAMPING ANGLE ECCEN  CQC SRSS 0.0500 0.0000 0.0500

Transcript of Casa Arquitecto Uriel Rev3

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 ETABS v9.7.4 File:CASA ARQUITECTO URIEL REV3 Units:Ton-m diciembre 16, 201518:11 PAGE 1 S T O R Y D A T A

STORY SIMILAR TO HEIGHT ELEVATION N+5.00 None 0.650 5.000 N+4.35 None 0.500 4.350 N+3.85 None 0.350 3.850 N+3.50 None 0.150 3.500 N+3.35 None 0.350 3.350 N+3.00 None 0.250 3.000 N+2.75 None 0.350 2.750 N+2.40 None 2.400 2.400 BASE None 0.000 ETABS v9.7.4 File:CASA ARQUITECTO URIEL REV3 Units:Ton-m diciembre 16, 201518:11 PAGE 2 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 CM DEAD N/A 1.0000 CV LIVE N/A 0.0000 FHX11 QUAKE USER_COEFF 0.0000 FHY11 QUAKE USER_COEFF 0.0000 CVC LIVE N/A 0.0000 WP0 WIND None 0.0000 WS0 WIND None 0.0000 PP DEAD N/A 1.0000 WP90 WIND None 0.0000 WS90 WIND None 0.0000 FHX12 QUAKE USER_COEFF 0.0000

 FHX21 QUAKE USER_COEFF 0.0000 FHX22 QUAKE USER_COEFF 0.0000 FHY12 QUAKE USER_COEFF 0.0000 FHY21 QUAKE USER_COEFF 0.0000 FHY22 QUAKE USER_COEFF 0.0000 FHEX QUAKE USER_COEFF 0.0000 FHEY QUAKE USER_COEFF 0.0000 WP180 WIND None 0.0000 WS180 WIND None 0.0000 ETABS v9.7.4 File:CASA ARQUITECTO URIEL REV3 Units:Ton-m diciembre 16, 201518:11 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: DERX11 

BASIC RESPONSE SPECTRUM DATA 

MODAL DIRECTION MODAL SPECTRUM TYPICAL  COMBO COMBO DAMPING ANGLE ECCEN 

CQC SRSS 0.0500 0.0000 0.0500

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RESPONSE SPECTRUM FUNCTION ASSIGNMENT DATA 

DIRECTION FUNCTION SCALE FACT 

U1 NSRCOL 11.0800  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 NSRCOL 11.0800  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 NSRCOL 10.0000  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

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 DIRECTION FUNCTION SCALE FACT

 U1 ---- N/A

  U2 NSRCOL 10.0000  UZ ---- N/A 

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 NSRCOL 9.1200  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 NSRCOL 9.1200

  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 

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  U1 NSRCOL 9.1200  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 NSRCOL 9.1200  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 NSRCOL 8.2300  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 NSRCOL 8.2300  UZ ---- N/A

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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 NSRCOL 8.2300  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 NSRCOL 8.2300

  UZ ---- N/A ETABS v9.7.4 File:CASA ARQUITECTO URIEL REV3 Units:Ton-m diciembre 16, 201518:11 PAGE 4 A U T O S E I S M I C U S E R C O E F F I C I E N T Case: FHX12 

AUTO SEISMIC INPUT DATA 

Direction: X - EccY  Typical Eccentricity = 5%

  Eccentricity Overrides: No 

Period Calculation: Program Calculated  Ct = 0.035 (in feet units) 

Top Story: N+5.00  Bottom Story: BASE 

C = 0.745  K = 1

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AUTO SEISMIC CALCULATION FORMULAS 

V = C W 

AUTO SEISMIC CALCULATION RESULTS 

W Used = 12.01 

V Used = 0.7450W = 8.95 

AUTO SEISMIC STORY FORCES 

STORY FX FY FZ MX MYMZ

 N+5.00 0.08 0.00 0.00 0.000 0.000

-0.852  N+4.35 0.21 0.00 0.00 0.000 0.000-1.355  N+3.85 2.29 0.00 0.00 0.000 0.000

-13.869  N+3.50 1.80 0.00 0.00 0.000 0.000-19.827  N+3.35 1.92 0.00 0.00 0.000 0.000-9.797  N+3.00 0.71 0.00 0.00 0.000 0.000-1.705  N+2.75 0.64 0.00 0.00 0.000 0.000-4.122  N+2.40 1.29 0.00 0.00 0.000 0.000-5.020 ETABS v9.7.4 File:CASA ARQUITECTO URIEL REV3 Units:Ton-m diciembre 16, 2015

18:11 PAGE 5 A U T O S E I S M I C U S E R C O E F F I C I E N T Case: FHX21 

AUTO SEISMIC INPUT DATA 

Direction: X + EccY  Typical Eccentricity = 5%  Eccentricity Overrides: No 

Period Calculation: Program Calculated

  Ct = 0.035 (in feet units) 

Top Story: N+5.00  Bottom Story: BASE 

C = 0.745  K = 1 

AUTO SEISMIC CALCULATION FORMULAS

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 V = C W

 

AUTO SEISMIC CALCULATION RESULTS 

W Used = 12.01 

V Used = 0.7450W = 8.95 

AUTO SEISMIC STORY FORCES 

STORY FX FY FZ MX MYMZ

 N+5.00 0.08 0.00 0.00 0.000 0.000

-0.852  N+4.35 0.21 0.00 0.00 0.000 0.000-1.355  N+3.85 2.29 0.00 0.00 0.000 0.000-13.869  N+3.50 1.80 0.00 0.00 0.000 0.000-19.827

  N+3.35 1.92 0.00 0.00 0.000 0.000-9.797  N+3.00 0.71 0.00 0.00 0.000 0.000-1.705  N+2.75 0.64 0.00 0.00 0.000 0.000-4.122  N+2.40 1.29 0.00 0.00 0.000 0.000-5.020 ETABS v9.7.4 File:CASA ARQUITECTO URIEL REV3 Units:Ton-m diciembre 16, 201518:11 PAGE 6 A U T O S E I S M I C U S E R C O E F F I C I E N T

 Case: FHX22 

AUTO SEISMIC INPUT DATA 

Direction: X - EccY  Typical Eccentricity = 5%  Eccentricity Overrides: No 

Period Calculation: Program Calculated  Ct = 0.035 (in feet units) 

Top Story: N+5.00

  Bottom Story: BASE 

C = 0.745  K = 1 

AUTO SEISMIC CALCULATION FORMULAS 

V = C W 

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 AUTO SEISMIC CALCULATION RESULTS 

W Used = 12.01 

V Used = 0.7450W = 8.95 

AUTO SEISMIC STORY FORCES 

STORY FX FY FZ MX MYMZ

 N+5.00 0.08 0.00 0.00 0.000 0.000

-0.852  N+4.35 0.21 0.00 0.00 0.000 0.000-1.355  N+3.85 2.29 0.00 0.00 0.000 0.000-13.869  N+3.50 1.80 0.00 0.00 0.000 0.000-19.827  N+3.35 1.92 0.00 0.00 0.000 0.000-9.797  N+3.00 0.71 0.00 0.00 0.000 0.000

-1.705  N+2.75 0.64 0.00 0.00 0.000 0.000-4.122  N+2.40 1.29 0.00 0.00 0.000 0.000-5.020 ETABS v9.7.4 File:CASA ARQUITECTO URIEL REV3 Units:Ton-m diciembre 16, 201518:11 PAGE 7 A U T O S E I S M I C U S E R C O E F F I C I E N T Case: FHY11 

AUTO SEISMIC INPUT DATA Direction: Y + EccX

  Typical Eccentricity = 5%  Eccentricity Overrides: No 

Period Calculation: Program Calculated  Ct = 0.035 (in feet units) 

Top Story: N+5.00  Bottom Story: BASE 

C = 0.745

  K = 1 

AUTO SEISMIC CALCULATION FORMULAS 

V = C W 

AUTO SEISMIC CALCULATION RESULTS 

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  W Used = 12.01 

V Used = 0.7450W = 8.95 

AUTO SEISMIC STORY FORCES 

STORY FX FY FZ MX MYMZ

 N+5.00 0.00 0.08 0.00 0.000 0.000

0.867  N+4.35 0.00 0.21 0.00 0.000 0.0003.071

  N+3.85 0.00 2.29 0.00 0.000 0.00032.467  N+3.50 0.00 1.80 0.00 0.000 0.00019.369  N+3.35 0.00 1.92 0.00 0.000 0.00023.137  N+3.00 0.00 0.71 0.00 0.000 0.00010.182  N+2.75 0.00 0.64 0.00 0.000 0.00010.985

  N+2.40 0.00 1.29 0.00 0.000 0.0008.224 ETABS v9.7.4 File:CASA ARQUITECTO URIEL REV3 Units:Ton-m diciembre 16, 201518:11 PAGE 8 A U T O S E I S M I C U S E R C O E F F I C I E N T Case: FHY12 

AUTO SEISMIC INPUT DATA 

Direction: Y - EccX

  Typical Eccentricity = 5%  Eccentricity Overrides: No 

Period Calculation: Program Calculated  Ct = 0.035 (in feet units) 

Top Story: N+5.00  Bottom Story: BASE 

C = 0.745  K = 1 

AUTO SEISMIC CALCULATION FORMULAS 

V = C W 

AUTO SEISMIC CALCULATION RESULTS 

W Used = 12.01 

V Used = 0.7450W = 8.95

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AUTO SEISMIC STORY FORCES 

STORY FX FY FZ MX MYMZ

 N+5.00 0.00 0.08 0.00 0.000 0.000

0.867  N+4.35 0.00 0.21 0.00 0.000 0.0003.071

  N+3.85 0.00 2.29 0.00 0.000 0.00032.467  N+3.50 0.00 1.80 0.00 0.000 0.00019.369  N+3.35 0.00 1.92 0.00 0.000 0.00023.137  N+3.00 0.00 0.71 0.00 0.000 0.00010.182  N+2.75 0.00 0.64 0.00 0.000 0.00010.985  N+2.40 0.00 1.29 0.00 0.000 0.0008.224

 

ETABS v9.7.4 File:CASA ARQUITECTO URIEL REV3 Units:Ton-m diciembre 16, 201518:11 PAGE 9 A U T O S E I S M I C U S E R C O E F F I C I E N T Case: FHY21 

AUTO SEISMIC INPUT DATA 

Direction: Y + EccX  Typical Eccentricity = 5%  Eccentricity Overrides: No 

Period Calculation: Program Calculated  Ct = 0.035 (in feet units) 

Top Story: N+5.00  Bottom Story: BASE 

C = 0.745  K = 1 

AUTO SEISMIC CALCULATION FORMULAS 

V = C W

 

AUTO SEISMIC CALCULATION RESULTS 

W Used = 12.01 

V Used = 0.7450W = 8.95 

AUTO SEISMIC STORY FORCES

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 STORY FX FY FZ MX MYMZ

 N+5.00 0.00 0.08 0.00 0.000 0.000

0.867  N+4.35 0.00 0.21 0.00 0.000 0.0003.071

  N+3.85 0.00 2.29 0.00 0.000 0.00032.467  N+3.50 0.00 1.80 0.00 0.000 0.00019.369  N+3.35 0.00 1.92 0.00 0.000 0.00023.137  N+3.00 0.00 0.71 0.00 0.000 0.00010.182  N+2.75 0.00 0.64 0.00 0.000 0.00010.985  N+2.40 0.00 1.29 0.00 0.000 0.0008.224

 ETABS v9.7.4 File:CASA ARQUITECTO URIEL REV3 Units:Ton-m diciembre 16, 201518:11 PAGE 10 

A U T O S E I S M I C U S E R C O E F F I C I E N T Case: FHY22 

AUTO SEISMIC INPUT DATA 

Direction: Y - EccX  Typical Eccentricity = 5%  Eccentricity Overrides: No 

Period Calculation: Program Calculated  Ct = 0.035 (in feet units) 

Top Story: N+5.00  Bottom Story: BASE 

C = 0.745  K = 1 

AUTO SEISMIC CALCULATION FORMULAS 

V = C W 

AUTO SEISMIC CALCULATION RESULTS

 W Used = 12.01

 V Used = 0.7450W = 8.95

 

AUTO SEISMIC STORY FORCES 

STORY FX FY FZ MX MYMZ

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 N+5.00 0.00 0.08 0.00 0.000 0.000

0.867  N+4.35 0.00 0.21 0.00 0.000 0.0003.071

  N+3.85 0.00 2.29 0.00 0.000 0.00032.467  N+3.50 0.00 1.80 0.00 0.000 0.00019.369  N+3.35 0.00 1.92 0.00 0.000 0.00023.137  N+3.00 0.00 0.71 0.00 0.000 0.00010.182  N+2.75 0.00 0.64 0.00 0.000 0.00010.985  N+2.40 0.00 1.29 0.00 0.000 0.0008.224

 ETABS v9.7.4 File:CASA ARQUITECTO URIEL REV3 Units:Ton-m diciembre 16, 201518:11 PAGE 11 A U T O S E I S M I C U S E R C O E F F I C I E N T Case: FHEX 

AUTO SEISMIC INPUT DATA 

Direction: X  Typical Eccentricity = 5%  Eccentricity Overrides: No 

Period Calculation: Program Calculated  Ct = 0.035 (in feet units) 

Top Story: N+5.00  Bottom Story: BASE 

C = 0.906  K = 1 

AUTO SEISMIC CALCULATION FORMULAS 

V = C W 

AUTO SEISMIC CALCULATION RESULTS 

W Used = 12.01 

V Used = 0.9060W = 10.88 

AUTO SEISMIC STORY FORCES 

STORY FX FY FZ MX MYMZ

 N+5.00 0.10 0.00 0.00 0.000 0.000

-1.036

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  N+4.35 0.26 0.00 0.00 0.000 0.000-1.648  N+3.85 2.79 0.00 0.00 0.000 0.000-16.867  N+3.50 2.19 0.00 0.00 0.000 0.000-24.111  N+3.35 2.34 0.00 0.00 0.000 0.000-11.914  N+3.00 0.86 0.00 0.00 0.000 0.000-2.073  N+2.75 0.78 0.00 0.00 0.000 0.000-5.013  N+2.40 1.57 0.00 0.00 0.000 0.000-6.105 ETABS v9.7.4 File:CASA ARQUITECTO URIEL REV3 Units:Ton-m diciembre 16, 201518:11 PAGE 12 A U T O S E I S M I C U S E R C O E F F I C I E N T Case: FHEY 

AUTO SEISMIC INPUT DATA 

Direction: Y  Typical Eccentricity = 5%  Eccentricity Overrides: No 

Period Calculation: Program Calculated  Ct = 0.035 (in feet units) 

Top Story: N+5.00  Bottom Story: BASE 

C = 0.906  K = 1 

AUTO SEISMIC CALCULATION FORMULAS 

V = C W 

AUTO SEISMIC CALCULATION RESULTS 

W Used = 12.01 

V Used = 0.9060W = 10.88 

AUTO SEISMIC STORY FORCES 

STORY FX FY FZ MX MYMZ

 N+5.00 0.00 0.10 0.00 0.000 0.000

1.054  N+4.35 0.00 0.26 0.00 0.000 0.0003.735

  N+3.85 0.00 2.79 0.00 0.000 0.000

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 39.484  N+3.50 0.00 2.19 0.00 0.000 0.00023.554  N+3.35 0.00 2.34 0.00 0.000 0.00028.137  N+3.00 0.00 0.86 0.00 0.000 0.00012.383  N+2.75 0.00 0.78 0.00 0.000 0.00013.359  N+2.40 0.00 1.57 0.00 0.000 0.00010.001 ETABS v9.7.4 File:CASA ARQUITECTO URIEL REV3 Units:Ton-m diciembre 16, 201518:11 PAGE 13 A U T O S E I S M I C U S E R C O E F F I C I E N T Case: FHX11 

AUTO SEISMIC INPUT DATA 

Direction: X + EccY  Typical Eccentricity = 5%  Eccentricity Overrides: No

  Period Calculation: Program Calculated  Ct = 0.035 (in feet units) 

Top Story: N+5.00  Bottom Story: BASE 

C = 0.745  K = 1 

AUTO SEISMIC CALCULATION FORMULAS 

V = C W 

AUTO SEISMIC CALCULATION RESULTS 

W Used = 12.01 

V Used = 0.7450W = 8.95 

AUTO SEISMIC STORY FORCES 

STORY FX FY FZ MX MY

MZ 

N+5.00 0.08 0.00 0.00 0.000 0.000-0.852  N+4.35 0.21 0.00 0.00 0.000 0.000-1.355  N+3.85 2.29 0.00 0.00 0.000 0.000-13.869  N+3.50 1.80 0.00 0.00 0.000 0.000-19.827

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  N+3.35 1.92 0.00 0.00 0.000 0.000-9.797  N+3.00 0.71 0.00 0.00 0.000 0.000-1.705  N+2.75 0.64 0.00 0.00 0.000 0.000-4.122  N+2.40 1.29 0.00 0.00 0.000 0.000-5.020 ETABS v9.7.4 File:CASA ARQUITECTO URIEL REV3 Units:Ton-m diciembre 16, 201518:11 PAGE 14 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 v9.7.4 File:CASA ARQUITECTO URIEL REV3 Units:Ton-m diciembre 16, 201518:11 PAGE 15 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 RYRZ

 N+5.00 7.218E-03 7.218E-03 0.000E+00 0.000E+00 0.000E+00 0.000E+00 N+4.35 2.186E-02 2.186E-02 0.000E+00 0.000E+00 0.000E+00 0.00

0E+00 N+3.85 2.649E-01 2.649E-01 0.000E+00 0.000E+00 0.000E+00 0.000E+00 N+3.50 2.288E-01 2.288E-01 0.000E+00 0.000E+00 0.000E+00 0.000E+00 N+3.35 2.549E-01 2.549E-01 0.000E+00 0.000E+00 0.000E+00 0.000E+00 N+3.00 1.052E-01 1.052E-01 0.000E+00 0.000E+00 0.000E+00 0.000E+00 N+2.75 1.035E-01 1.035E-01 0.000E+00 0.000E+00 0.000E+00 0.000E+00 N+2.40 2.386E-01 2.386E-01 0.000E+00 0.000E+00 0.000E+00 0.000E+00

 BASE 3.766E-02 3.766E-02 0.000E+00 0.000E+00 0.000E+00 0.000E+00 Totals 1.263E+00 1.263E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 ETABS v9.7.4 File:CASA ARQUITECTO URIEL REV3 Units:Ton-m diciembre 16, 201518:11 PAGE 16 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 

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 MODE PERIOD FREQUENCY CIRCULAR FREQ NUMBER (TIME) (CYCLES/TIME) (RADIANS/TIME) Mode 1 0.37544 2.66357 16.73571 Mode 2 0.34701 2.88174 18.10652 Mode 3 0.27341 3.65747 22.98054 Mode 4 0.18372 5.44296 34.19909 Mode 5 0.12276 8.14630 51.18470 Mode 6 0.11496 8.69862 54.65503 Mode 7 0.08999 11.11217 69.81983 Mode 8 0.08609 11.61536 72.98148 Mode 9 0.06564 15.23493 95.72392 Mode 10 0.05919 16.89415 106.

14910 Mode 11 0.04016 24.89828 156.44049 Mode 12 0.03668 27.26608 171.31785 ETABS v9.7.4 File:CASA ARQUITECTO URIEL REV3 Units:Ton-m diciembre 16, 201518:11 PAGE 17 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-ROTNRY-ROTN RZ-ROTN

 NUMBER %MASS <SUM> %MASS <SUM> %MASS <SUM> %MASS <SUM> %MASS <SUM> %MASS <SUM> Mode 1 21.11 < 21> 55.68 < 56> 0.00 < 0> 58.29 < 58> 22.51 < 23> 22.25 < 22> Mode 2 54.72 < 76> 36.92 < 93> 0.00 < 0> 36.51 < 95> 56.34 < 79> 5.31 < 28> Mode 3 22.07 < 98> 5.61 < 98> 0.00 < 0> 4.39 < 99> 19.96 < 99> 67.64 < 95> Mode 4 0.78 < 99> 0.14 < 98> 0.00 < 0> 0.06 < 99> 0.45 < 99> 1.13 < 96> Mode 5 0.16 < 99> 0.34 < 99> 0.00 < 0> 0.04 < 99> 0.20 < 99> 0.00 < 96>

 Mode 6 0.13 < 99> 0.33 < 99> 0.00 < 0> 0.07 < 99> 0.01 < 99> 2.49 < 99> Mode 7 0.22 < 99> 0.03 < 99> 0.00 < 0> 0.00 < 99> 0.01 < 99> 0.20 < 99> Mode 8 0.27 < 99> 0.29 < 99> 0.00 < 0> 0.00 < 99> 0.05 <100> 0.18 < 99> Mode 9 0.29 <100> 0.09 < 99> 0.00 < 0> 0.03 < 99> 0.19 <100> 0.02 < 99> Mode 10 0.05 <100> 0.23 <100> 0.00 < 0> 0.10 < 99> 0.06 <100> 0.04 < 99>

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 Mode 11 0.09 <100> 0.16 <100> 0.00 < 0> 0.07 <100> 0.07 <100> 0.00 < 99> Mode 12 0.08 <100> 0.12 <100> 0.00 < 0> 0.06 <100> 0.05 <100> 0.00 < 99> ETABS v9.7.4 File:CASA ARQUITECTO URIEL REV3 Units:Ton-m diciembre 16, 201518:11 PAGE 18 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 0.9192 0.0716 Load CV 0.0000 0.0000 Load FHX11 99.9978 99.8900 Load FHY11 99.9910 99.6339 Load CVC 0.8576 0.0000 Load WP0 83.4765 9.6157 Load WS0 0.4354 0.0000 Load PP 1.1344 0.0232 Load WP90 86.4545 14.7587 Load WS90 87.8342 15.0868 Load FHX12 99.9978 99.8900

 Load FHX21 99.9978 99.8900 Load FHX22 99.9978 99.8900 Load FHY12 99.9910 99.6339 Load FHY21 99.9910 99.6339 Load FHY22 99.9910 99.6339 Load FHEX 99.9978 99.8900 Load FHEY 99.9910 99.6339 Load WP180 85.9490 13.3155 Load WS180 2.5660 0.0000 Accel UX 100.0000 99.9570 Accel UY 100.0000 99.9509 Accel UZ 0.0000 0.0000 Accel RX 99.9910 99.6339

 Accel RY 99.9978 99.8900 Accel RZ 63.6072 99.2768 

ETABS v9.7.4 File:CASA ARQUITECTO URIEL REV3 Units:Ton-m diciembre 16, 201518:11 PAGE 19 TOTAL REACTIVE FORCES (RECOVERED LOADS) AT ORIGIN LOAD FX FY FZ MX MY

MZ CM -2.660E-12 7.832E-12 1.244E+01 7.557E+01 -1.470E+02 1.63

4E-04 CV 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 FHX11 -8.949E+00 8.255E-11 2.419E-14 -6.430E-03 -3.014E+01 5.655E+01 FHY11 -3.843E-11 -8.949E+00 4.252E-14 3.018E+01 6.818E-03 -1.083E+02 CVC 1.248E-12 2.011E-11 8.184E+00 4.001E+01 -9.810E+01 1.409E-04 WP0 -2.876E-11 -3.468E+00 -2.485E+00 -4.582E+00 3.617E+01 -4.53

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7E+01 WS0 -3.071E-13 -1.320E-11 -4.561E+00 -2.010E+01 5.392E+01 -8.228E-05 PP -5.499E-13 5.266E-12 5.298E+00 3.119E+01 -6.311E+01 6.031E-05 WP90 -3.123E+00 4.755E-11 -2.398E+00 -1.571E+01 2.334E+01 1.946E+01 WS90 3.188E+00 -6.694E-11 -3.877E+00 -1.886E+01 5.857E+01 -2.010E+01 FHX12 -8.949E+00 8.255E-11 2.419E-14 -6.430E-03 -3.014E+01 5.655E+01 FHX21 -8.949E+00 8.255E-11 2.419E-14 -6.430E-03 -3.014E+01 5.655E+01 FHX22 -8.949E+00 8.255E-11 2.419E-14 -6.430E-03 -3.014E+01 5.655E+01 FHY12 -3.843E-11 -8.949E+00 4.252E-14 3.018E+01 6.818E-03 -1.083E+02 FHY21 -3.843E-11 -8.949E+00 4.252E-14 3.018E+01 6.818E-03 -1.083E+02 FHY22 -3.843E-11 -8.949E+00 4.252E-14 3.018E+01 6.818E-03 -1.083E+02 FHEX -1.088E+01 1.004E-10 3.178E-14 -7.819E-03 -3.666E+01 6.877E+01 FHEY -4.674E-11 -1.088E+01 8.046E-14 3.670E+01 8.291E-03 -1.31

7E+02 WP180 2.294E-11 3.491E+00 -3.578E+00 -3.250E+01 4.736E+01 4.562E+01 WS180 -1.850E-12 -4.027E-12 -3.578E+00 -2.142E+01 4.736E+01 -4.542E-05 DERX11 9.363E+00 4.498E+00 1.123E-13 1.486E+01 3.144E+01 7.803E+01 DERX12 9.363E+00 4.498E+00 1.123E-13 1.486E+01 3.144E+01 7.803E+01 DERY11 4.060E+00 9.384E+00 7.082E-14 3.155E+01 1.369E+01 1.276E+02 DERY12 4.060E+00 9.384E+00 7.082E-14 3.155E+01 1.369E+01 1.276E+02

 EQX11 7.707E+00 3.703E+00 9.243E-14 1.223E+01 2.588E+01 6.423E+01 EQX12 7.707E+00 3.703E+00 9.243E-14 1.223E+01 2.588E+01 6.423E+01 EQX21 7.707E+00 3.703E+00 9.243E-14 1.223E+01 2.588E+01 6.423E+01 EQX22 7.707E+00 3.703E+00 9.243E-14 1.223E+01 2.588E+01 6.423E+01 EQY11 3.341E+00 7.723E+00 5.828E-14 2.596E+01 1.126E+01 1.050E+02 EQY12 3.341E+00 7.723E+00 5.828E-14 2.596E+01 1.126E+01 1.050E+02 EQY21 3.341E+00 7.723E+00 5.828E-14 2.596E+01 1.126E+01 1.05

0E+02 EQY22 3.341E+00 7.723E+00 5.828E-14 2.596E+01 1.126E+01 1.050E+02 ETABS v9.7.4 File:CASA ARQUITECTO URIEL REV3 Units:Ton-m diciembre 16, 201518:11 PAGE 20 S T O R Y F O R C E S STORY LOAD P VX VY T

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  MX MY N+5.00 FHX11 4.974E-17 -8.118E-02 1.338E-15 8.527E-01 -4.244E-06 -5.283E-02 N+4.35 FHX11 2.242E-14 -2.951E-01 -1.254E-14 2.209E+00 -4.400E-05 -2.006E-01 N+3.85 FHX11 -1.059E-13 -2.589E+00 -7.526E-13 1.608E+01 -1.930E-04 -1.109E+00 N+3.50 FHX11 -8.586E-14 -4.391E+00 -8.524E-13 3.591E+01 -2.268E-04 -1.771E+00 N+3.35 FHX11 -1.131E-13 -6.311E+00 -3.081E-12 4.570E+01 -4.281E-04 -3.993E+00 N+3.00 FHX11 4.583E-14 -7.021E+00 8.095E-11 4.741E+01 -7.526E-04 -5.760E+00 N+2.75 FHX11 7.020E-15 -7.661E+00 8.099E-11 5.153E+01 -2.114E-03 -8.463E+00 N+2.40 FHX11 2.419E-14 -8.949E+00 8.255E-11 5.655E+01 -6.430E-03 -3.014E+01 N+5.00 FHY11 -1.990E-16 -5.930E-15 -8.118E-02 -8.672E-01 5.283E-02 7.875E-09 N+4.35 FHY11 -9.848E-15 1.374E-14 -2.951E-01 -3.939E+00 2.007E-01 7.586E-05 N+3.85 FHY11 -1.367E-13 -4.678E-11 -2.589E+00 -3.641E+01 1.109E+00 2.048E-04

 N+3.50 FHY11 -1.356E-13 -4.676E-11 -4.391E+00 -5.578E+01 1.770E+00 3.284E-04 N+3.35 FHY11 -8.322E-14 -3.798E-11 -6.311E+00 -7.891E+01 3.992E+00 6.957E-04 N+3.00 FHY11 -3.946E-14 -3.842E-11 -7.021E+00 -8.910E+01 5.762E+00 1.399E-03 N+2.75 FHY11 -1.113E-14 -3.841E-11 -7.661E+00 -1.001E+02 8.471E+00 1.625E-03 N+2.40 FHY11 4.252E-14 -3.843E-11 -8.949E+00 -1.083E+02 3.018E+01 6.818E-03 N+5.00 WP0 5.578E-16 -3.709E-15 -9.034E-02 -9.650E-01 5.876E-02 3.351E-06 N+4.35 WP0 5.347E-16 -2.911E-15 -5.823E-01 -8.235E+00 3.50

1E-01 1.344E-05 N+3.85 WP0 -1.300E+00 -3.272E-11 -1.166E+00 -1.519E+01 -6.856E+00 1.876E+01 N+3.50 WP0 -1.300E+00 -3.261E-11 -1.166E+00 -1.519E+01 -6.680E+00 1.876E+01 N+3.35 WP0 -3.576E+00 -2.818E-11 -1.166E+00 -1.519E+01 -1.665E+01 4.549E+01 N+3.00 WP0 -2.984E+00 -2.871E-11 -1.645E+00 -2.210E+01 -1.516E+01 3.696E+01 N+2.75 WP0 -2.984E+00 -2.875E-11 -2.643E+00 -3.976E+01 -1.423E+01 3.696E+01 N+2.40 WP0 -2.485E+00 -2.876E-11 -3.468E+00 -4.537E+01 -4.582E+00 3.617E+01

 N+5.00 WS0 4.223E-16 8.216E-18 2.706E-16 2.328E-06 7.169E-06 5.133E-08 N+4.35 WS0 -7.022E-15 1.028E-16 7.319E-16 -2.209E-05 3.607E-05 4.274E-05 N+3.85 WS0 -1.300E+00 -6.422E-13 3.726E-14 -2.650E-05 -7.615E+00 1.876E+01 N+3.50 WS0 -1.300E+00 -6.467E-13 3.625E-14 -2.449E-05 -7.615E+00 1.876E+01 N+3.35 WS0 -3.576E+00 -3.110E-13 8.723E-14 -4.952E-05 -1.799E+01 4.549E+01

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 N+3.00 WS0 -4.110E+00 -3.061E-13 -1.319E-11 -1.630E-05 -1.896E+01 5.320E+01 N+2.75 WS0 -4.110E+00 -3.051E-13 -1.319E-11 -6.310E-05 -1.896E+01 5.320E+01 N+2.40 WS0 -4.561E+00 -3.071E-13 -1.320E-11 -8.228E-05 -2.010E+01 5.392E+01 N+5.00 WP90 -1.336E-15 -2.033E-01 4.281E-16 2.134E+00 7.086E-06 -1.322E-01 N+4.35 WP90 8.973E-16 -5.841E-01 -7.947E-15 4.495E+00 2.076E-05 -4.244E-01 N+3.85 WP90 -1.283E+00 -1.678E+00 -2.692E-13 1.060E+01 -7.933E+00 1.750E+01 N+3.50 WP90 -1.283E+00 -2.025E+00 -3.063E-13 1.424E+01 -7.933E+00 1.719E+01 N+3.35 WP90 -3.137E+00 -2.280E+00 -1.039E-12 1.601E+01 -1.729E+01 3.861E+01 N+3.00 WP90 -2.737E+00 -2.280E+00 4.701E-11 1.601E+01 -1.656E+01 3.225E+01 N+2.75 WP90 -2.737E+00 -2.280E+00 4.701E-11 1.601E+01 -1.656E+01 3.145E+01 N+2.40 WP90 -2.398E+00 -3.123E+00 4.755E-11 1.946E+01 -1.571E+01 2.334E+01 N+5.00 WS90 5.826E-16 2.033E-01 4.130E-17 -2.134E+00 1.001E-05 1.322E-01

 N+4.35 WS90 -7.180E-15 5.841E-01 1.329E-14 -4.495E+00 6.271E-05 4.244E-01 N+3.85 WS90 -1.283E+00 1.678E+00 3.068E-13 -1.060E+01 -7.933E+00 1.952E+01 N+3.50 WS90 -1.283E+00 2.025E+00 3.261E-13 -1.424E+01 -7.933E+00 1.983E+01 N+3.35 WS90 -3.137E+00 2.592E+00 1.264E-12 -1.818E+01 -1.728E+01 4.296E+01 N+3.00 WS90 -3.538E+00 2.592E+00 -6.631E-11 -1.818E+01 -1.801E+01 4.939E+01 N+2.75 WS90 -3.538E+00 2.592E+00 -6.635E-11 -1.818E+01 -1.801E+01 5.030E+01 N+2.40 WS90 -3.877E+00 3.188E+00 -6.694E-11 -2.010E+01 -1.88

6E+01 5.857E+01 N+5.00 FHX12 4.974E-17 -8.118E-02 1.338E-15 8.527E-01 -4.244E-06 -5.283E-02 N+4.35 FHX12 2.242E-14 -2.951E-01 -1.254E-14 2.209E+00 -4.400E-05 -2.006E-01 N+3.85 FHX12 -1.059E-13 -2.589E+00 -7.526E-13 1.608E+01 -1.930E-04 -1.109E+00 N+3.50 FHX12 -8.586E-14 -4.391E+00 -8.524E-13 3.591E+01 -2.268E-04 -1.771E+00 N+3.35 FHX12 -1.131E-13 -6.311E+00 -3.081E-12 4.570E+01 -4.281E-04 -3.993E+00 N+3.00 FHX12 4.583E-14 -7.021E+00 8.095E-11 4.741E+01 -7.526E-04 -5.760E+00

 N+2.75 FHX12 7.020E-15 -7.661E+00 8.099E-11 5.153E+01 -2.114E-03 -8.463E+00 N+2.40 FHX12 2.419E-14 -8.949E+00 8.255E-11 5.655E+01 -6.430E-03 -3.014E+01 N+5.00 FHX21 4.974E-17 -8.118E-02 1.338E-15 8.527E-01 -4.244E-06 -5.283E-02 N+4.35 FHX21 2.242E-14 -2.951E-01 -1.254E-14 2.209E+00 -4.400E-05 -2.006E-01 N+3.85 FHX21 -1.059E-13 -2.589E+00 -7.526E-13 1.608E+01 -1.930E-04 -1.109E+00

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 N+3.50 FHX21 -8.586E-14 -4.391E+00 -8.524E-13 3.591E+01 -2.268E-04 -1.771E+00 N+3.35 FHX21 -1.131E-13 -6.311E+00 -3.081E-12 4.570E+01 -4.281E-04 -3.993E+00 N+3.00 FHX21 4.583E-14 -7.021E+00 8.095E-11 4.741E+01 -7.526E-04 -5.760E+00 N+2.75 FHX21 7.020E-15 -7.661E+00 8.099E-11 5.153E+01 -2.114E-03 -8.463E+00 N+2.40 FHX21 2.419E-14 -8.949E+00 8.255E-11 5.655E+01 -6.430E-03 -3.014E+01 N+5.00 FHX22 4.974E-17 -8.118E-02 1.338E-15 8.527E-01 -4.244E-06 -5.283E-02 N+4.35 FHX22 2.242E-14 -2.951E-01 -1.254E-14 2.209E+00 -4.400E-05 -2.006E-01 N+3.85 FHX22 -1.059E-13 -2.589E+00 -7.526E-13 1.608E+01 -1.930E-04 -1.109E+00 N+3.50 FHX22 -8.586E-14 -4.391E+00 -8.524E-13 3.591E+01 -2.268E-04 -1.771E+00 N+3.35 FHX22 -1.131E-13 -6.311E+00 -3.081E-12 4.570E+01 -4.281E-04 -3.993E+00 N+3.00 FHX22 4.583E-14 -7.021E+00 8.095E-11 4.741E+01 -7.526E-04 -5.760E+00 N+2.75 FHX22 7.020E-15 -7.661E+00 8.099E-11 5.153E+01 -2.114E-03 -8.463E+00

 N+2.40 FHX22 2.419E-14 -8.949E+00 8.255E-11 5.655E+01 -6.430E-03 -3.014E+01 N+5.00 FHY12 -1.990E-16 -5.930E-15 -8.118E-02 -8.672E-01 5.283E-02 7.875E-09 N+4.35 FHY12 -9.848E-15 1.374E-14 -2.951E-01 -3.939E+00 2.007E-01 7.586E-05 N+3.85 FHY12 -1.367E-13 -4.678E-11 -2.589E+00 -3.641E+01 1.109E+00 2.048E-04 N+3.50 FHY12 -1.356E-13 -4.676E-11 -4.391E+00 -5.578E+01 1.770E+00 3.284E-04 N+3.35 FHY12 -8.322E-14 -3.798E-11 -6.311E+00 -7.891E+01 3.992E+00 6.957E-04 N+3.00 FHY12 -3.946E-14 -3.842E-11 -7.021E+00 -8.910E+01 5.76

2E+00 1.399E-03 N+2.75 FHY12 -1.113E-14 -3.841E-11 -7.661E+00 -1.001E+02 8.471E+00 1.625E-03 N+2.40 FHY12 4.252E-14 -3.843E-11 -8.949E+00 -1.083E+02 3.018E+01 6.818E-03 N+5.00 FHY21 -1.990E-16 -5.930E-15 -8.118E-02 -8.672E-01 5.283E-02 7.875E-09 N+4.35 FHY21 -9.848E-15 1.374E-14 -2.951E-01 -3.939E+00 2.007E-01 7.586E-05 N+3.85 FHY21 -1.367E-13 -4.678E-11 -2.589E+00 -3.641E+01 1.109E+00 2.048E-04 N+3.50 FHY21 -1.356E-13 -4.676E-11 -4.391E+00 -5.578E+01 1.770E+00 3.284E-04

 N+3.35 FHY21 -8.322E-14 -3.798E-11 -6.311E+00 -7.891E+01 3.992E+00 6.957E-04 N+3.00 FHY21 -3.946E-14 -3.842E-11 -7.021E+00 -8.910E+01 5.762E+00 1.399E-03 N+2.75 FHY21 -1.113E-14 -3.841E-11 -7.661E+00 -1.001E+02 8.471E+00 1.625E-03 N+2.40 FHY21 4.252E-14 -3.843E-11 -8.949E+00 -1.083E+02 3.018E+01 6.818E-03 N+5.00 FHY22 -1.990E-16 -5.930E-15 -8.118E-02 -8.672E-01 5.283E-02 7.875E-09

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 N+4.35 FHY22 -9.848E-15 1.374E-14 -2.951E-01 -3.939E+00 2.007E-01 7.586E-05 N+3.85 FHY22 -1.367E-13 -4.678E-11 -2.589E+00 -3.641E+01 1.109E+00 2.048E-04 N+3.50 FHY22 -1.356E-13 -4.676E-11 -4.391E+00 -5.578E+01 1.770E+00 3.284E-04 N+3.35 FHY22 -8.322E-14 -3.798E-11 -6.311E+00 -7.891E+01 3.992E+00 6.957E-04 N+3.00 FHY22 -3.946E-14 -3.842E-11 -7.021E+00 -8.910E+01 5.762E+00 1.399E-03 N+2.75 FHY22 -1.113E-14 -3.841E-11 -7.661E+00 -1.001E+02 8.471E+00 1.625E-03 N+2.40 FHY22 4.252E-14 -3.843E-11 -8.949E+00 -1.083E+02 3.018E+01 6.818E-03 N+5.00 FHEX -4.817E-15 -9.872E-02 -6.235E-16 1.037E+00 -5.161E-06 -6.425E-02 N+4.35 FHEX 2.995E-14 -3.588E-01 -1.201E-14 2.686E+00 -5.351E-05 -2.440E-01 N+3.85 FHEX -1.312E-13 -3.149E+00 -9.169E-13 1.955E+01 -2.347E-04 -1.349E+00 N+3.50 FHEX -8.953E-14 -5.340E+00 -1.282E-12 4.367E+01 -2.758E-04 -2.153E+00 N+3.35 FHEX -1.157E-13 -7.675E+00 -3.730E-12 5.558E+01 -5.207E-04 -4.856E+00

 N+3.00 FHEX -1.451E-14 -8.538E+00 9.849E-11 5.766E+01 -9.153E-04 -7.004E+00 N+2.75 FHEX 1.461E-14 -9.317E+00 9.846E-11 6.267E+01 -2.571E-03 -1.029E+01 N+2.40 FHEX 3.178E-14 -1.088E+01 1.004E-10 6.877E+01 -7.819E-03 -3.666E+01 N+5.00 FHEY 9.948E-17 -4.489E-15 -9.872E-02 -1.055E+00 6.425E-02 9.577E-09 N+4.35 FHEY -3.936E-15 7.626E-15 -3.588E-01 -4.790E+00 2.440E-01 9.225E-05 N+3.85 FHEY -1.643E-13 -5.689E-11 -3.149E+00 -4.427E+01 1.349E+00 2.491E-04 N+3.50 FHEY -3.445E-14 -5.665E-11 -5.340E+00 -6.783E+01 2.15

3E+00 3.993E-04 N+3.35 FHEY 5.650E-14 -4.612E-11 -7.675E+00 -9.597E+01 4.855E+00 8.461E-04 N+3.00 FHEY 8.606E-14 -4.671E-11 -8.538E+00 -1.084E+02 7.008E+00 1.702E-03 N+2.75 FHEY 3.752E-15 -4.671E-11 -9.317E+00 -1.217E+02 1.030E+01 1.977E-03 N+2.40 FHEY 8.046E-14 -4.674E-11 -1.088E+01 -1.317E+02 3.670E+01 8.291E-03 N+5.00 WP180 3.890E-16 4.152E-15 1.365E-01 1.458E+00 -8.876E-02 -3.246E-06 N+4.35 WP180 -1.343E-14 -1.003E-14 6.054E-01 8.482E+00 -3.916E-01 -4.919E-05

 N+3.85 WP180 -1.624E+00 2.871E-11 1.189E+00 1.543E+01 -1.128E+01 2.344E+01 N+3.50 WP180 -1.624E+00 2.864E-11 1.189E+00 1.543E+01 -1.146E+01 2.344E+01 N+3.35 WP180 -3.578E+00 2.243E-11 1.189E+00 1.543E+01 -2.283E+01 4.736E+01 N+3.00 WP180 -3.578E+00 2.293E-11 1.405E+00 1.854E+01 -2.318E+01 4.736E+01 N+2.75 WP180 -3.578E+00 2.293E-11 2.578E+00 3.906E+01 -2.409E+01 4.736E+01

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 N+2.40 WP180 -3.578E+00 2.294E-11 3.491E+00 4.562E+01 -3.250E+01 4.736E+01 N+5.00 WS180 4.006E-16 -5.507E-17 4.740E-16 1.001E-05 1.250E-05 -6.452E-08 N+4.35 WS180 -2.391E-15 1.502E-16 1.904E-15 1.740E-05 5.687E-05 -4.447E-06 N+3.85 WS180 -1.624E+00 -1.469E-12 3.020E-14 1.427E-05 -1.047E+01 2.344E+01 N+3.50 WS180 -1.624E+00 -1.475E-12 2.600E-14 1.963E-05 -1.047E+01 2.344E+01 N+3.35 WS180 -3.578E+00 -1.856E-12 5.232E-14 4.047E-06 -2.142E+01 4.736E+01 N+3.00 WS180 -3.578E+00 -1.851E-12 -4.027E-12 -1.390E-06 -2.142E+01 4.736E+01 N+2.75 WS180 -3.578E+00 -1.850E-12 -4.030E-12 -1.872E-05 -2.142E+01 4.736E+01 N+2.40 WS180 -3.578E+00 -1.850E-12 -4.027E-12 -4.542E-05 -2.142E+01 4.736E+01 N+5.00 DERX11 2.449E-15 8.186E-02 3.491E-02 7.717E-01 2.272E-02 5.329E-02 N+4.35 DERX11 1.899E-14 2.631E-01 1.163E-01 2.440E+00 7.887E-02 1.837E-01 N+3.85 DERX11 8.973E-14 2.391E+00 1.155E+00 2.147E+01 4.813E-01 1.020E+00

 N+3.50 DERX11 1.512E-13 4.867E+00 2.061E+00 4.538E+01 7.852E-01 1.743E+00 N+3.35 DERX11 7.147E-14 6.687E+00 3.043E+00 6.045E+01 1.849E+00 4.097E+00 N+3.00 DERX11 1.383E-13 7.309E+00 3.374E+00 6.455E+01 2.699E+00 5.936E+00 N+2.75 DERX11 4.626E-14 8.018E+00 3.668E+00 7.376E+01 3.994E+00 8.765E+00 N+2.40 DERX11 1.123E-13 9.363E+00 4.498E+00 7.803E+01 1.486E+01 3.144E+01 N+5.00 DERX12 2.449E-15 8.186E-02 3.491E-02 7.717E-01 2.272E-02 5.329E-02 N+4.35 DERX12 1.899E-14 2.631E-01 1.163E-01 2.440E+00 7.88

7E-02 1.837E-01 N+3.85 DERX12 8.973E-14 2.391E+00 1.155E+00 2.147E+01 4.813E-01 1.020E+00 N+3.50 DERX12 1.512E-13 4.867E+00 2.061E+00 4.538E+01 7.852E-01 1.743E+00 N+3.35 DERX12 7.147E-14 6.687E+00 3.043E+00 6.045E+01 1.849E+00 4.097E+00 N+3.00 DERX12 1.383E-13 7.309E+00 3.374E+00 6.455E+01 2.699E+00 5.936E+00 N+2.75 DERX12 4.626E-14 8.018E+00 3.668E+00 7.376E+01 3.994E+00 8.765E+00 N+2.40 DERX12 1.123E-13 9.363E+00 4.498E+00 7.803E+01 1.486E+01 3.144E+01

 N+5.00 DERY11 2.157E-15 3.921E-02 6.245E-02 7.993E-01 4.066E-02 2.552E-02 N+4.35 DERY11 1.136E-14 1.166E-01 2.618E-01 3.834E+00 1.715E-01 8.314E-02 N+3.85 DERY11 8.904E-14 1.025E+00 2.633E+00 3.928E+01 1.095E+00 4.408E-01 N+3.50 DERY11 2.420E-13 2.213E+00 4.457E+00 6.321E+01 1.765E+00 7.689E-01 N+3.35 DERY11 4.654E-14 2.965E+00 6.517E+00 9.171E+01 4.059E+00 1.813E+00

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 N+3.00 DERY11 6.616E-14 3.206E+00 7.321E+00 1.030E+02 5.905E+00 2.619E+00 N+2.75 DERY11 2.639E-14 3.511E+00 8.151E+00 1.185E+02 8.788E+00 3.858E+00 N+2.40 DERY11 7.082E-14 4.060E+00 9.384E+00 1.276E+02 3.155E+01 1.369E+01 N+5.00 DERY12 2.157E-15 3.921E-02 6.245E-02 7.993E-01 4.066E-02 2.552E-02 N+4.35 DERY12 1.136E-14 1.166E-01 2.618E-01 3.834E+00 1.715E-01 8.314E-02 N+3.85 DERY12 8.904E-14 1.025E+00 2.633E+00 3.928E+01 1.095E+00 4.408E-01 N+3.50 DERY12 2.420E-13 2.213E+00 4.457E+00 6.321E+01 1.765E+00 7.689E-01 N+3.35 DERY12 4.654E-14 2.965E+00 6.517E+00 9.171E+01 4.059E+00 1.813E+00 N+3.00 DERY12 6.616E-14 3.206E+00 7.321E+00 1.030E+02 5.905E+00 2.619E+00 N+2.75 DERY12 2.639E-14 3.511E+00 8.151E+00 1.185E+02 8.788E+00 3.858E+00 N+2.40 DERY12 7.082E-14 4.060E+00 9.384E+00 1.276E+02 3.155E+01 1.369E+01 N+5.00 EQX11 2.016E-15 6.738E-02 2.873E-02 6.352E-01 1.870E-02 4.386E-02

 N+4.35 EQX11 1.563E-14 2.166E-01 9.571E-02 2.008E+00 6.492E-02 1.512E-01 N+3.85 EQX11 7.386E-14 1.968E+00 9.509E-01 1.767E+01 3.962E-01 8.392E-01 N+3.50 EQX11 1.245E-13 4.006E+00 1.696E+00 3.735E+01 6.463E-01 1.435E+00 N+3.35 EQX11 5.883E-14 5.504E+00 2.505E+00 4.976E+01 1.522E+00 3.372E+00 N+3.00 EQX11 1.138E-13 6.016E+00 2.777E+00 5.313E+01 2.221E+00 4.886E+00 N+2.75 EQX11 3.808E-14 6.600E+00 3.019E+00 6.071E+01 3.287E+00 7.215E+00 N+2.40 EQX11 9.243E-14 7.707E+00 3.703E+00 6.423E+01 1.22

3E+01 2.588E+01 N+5.00 EQX12 2.016E-15 6.738E-02 2.873E-02 6.352E-01 1.870E-02 4.386E-02 N+4.35 EQX12 1.563E-14 2.166E-01 9.571E-02 2.008E+00 6.492E-02 1.512E-01 N+3.85 EQX12 7.386E-14 1.968E+00 9.509E-01 1.767E+01 3.962E-01 8.392E-01 N+3.50 EQX12 1.245E-13 4.006E+00 1.696E+00 3.735E+01 6.463E-01 1.435E+00 N+3.35 EQX12 5.883E-14 5.504E+00 2.505E+00 4.976E+01 1.522E+00 3.372E+00 N+3.00 EQX12 1.138E-13 6.016E+00 2.777E+00 5.313E+01 2.221E+00 4.886E+00

 N+2.75 EQX12 3.808E-14 6.600E+00 3.019E+00 6.071E+01 3.287E+00 7.215E+00 N+2.40 EQX12 9.243E-14 7.707E+00 3.703E+00 6.423E+01 1.223E+01 2.588E+01 N+5.00 EQX21 2.016E-15 6.738E-02 2.873E-02 6.352E-01 1.870E-02 4.386E-02 N+4.35 EQX21 1.563E-14 2.166E-01 9.571E-02 2.008E+00 6.492E-02 1.512E-01 N+3.85 EQX21 7.386E-14 1.968E+00 9.509E-01 1.767E+01 3.962E-01 8.392E-01

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 N+3.50 EQX21 1.245E-13 4.006E+00 1.696E+00 3.735E+01 6.463E-01 1.435E+00 N+3.35 EQX21 5.883E-14 5.504E+00 2.505E+00 4.976E+01 1.522E+00 3.372E+00 N+3.00 EQX21 1.138E-13 6.016E+00 2.777E+00 5.313E+01 2.221E+00 4.886E+00 N+2.75 EQX21 3.808E-14 6.600E+00 3.019E+00 6.071E+01 3.287E+00 7.215E+00 N+2.40 EQX21 9.243E-14 7.707E+00 3.703E+00 6.423E+01 1.223E+01 2.588E+01 N+5.00 EQX22 2.016E-15 6.738E-02 2.873E-02 6.352E-01 1.870E-02 4.386E-02 N+4.35 EQX22 1.563E-14 2.166E-01 9.571E-02 2.008E+00 6.492E-02 1.512E-01 N+3.85 EQX22 7.386E-14 1.968E+00 9.509E-01 1.767E+01 3.962E-01 8.392E-01 N+3.50 EQX22 1.245E-13 4.006E+00 1.696E+00 3.735E+01 6.463E-01 1.435E+00 N+3.35 EQX22 5.883E-14 5.504E+00 2.505E+00 4.976E+01 1.522E+00 3.372E+00 N+3.00 EQX22 1.138E-13 6.016E+00 2.777E+00 5.313E+01 2.221E+00 4.886E+00 N+2.75 EQX22 3.808E-14 6.600E+00 3.019E+00 6.071E+01 3.287E+00 7.215E+00

 N+2.40 EQX22 9.243E-14 7.707E+00 3.703E+00 6.423E+01 1.223E+01 2.588E+01 N+5.00 EQY11 1.776E-15 3.227E-02 5.140E-02 6.578E-01 3.346E-02 2.101E-02 N+4.35 EQY11 9.351E-15 9.595E-02 2.155E-01 3.156E+00 1.412E-01 6.843E-02 N+3.85 EQY11 7.328E-14 8.437E-01 2.167E+00 3.233E+01 9.011E-01 3.627E-01 N+3.50 EQY11 1.992E-13 1.821E+00 3.668E+00 5.202E+01 1.453E+00 6.328E-01 N+3.35 EQY11 3.830E-14 2.441E+00 5.364E+00 7.548E+01 3.341E+00 1.492E+00 N+3.00 EQY11 5.445E-14 2.638E+00 6.025E+00 8.479E+01 4.86

0E+00 2.156E+00 N+2.75 EQY11 2.172E-14 2.889E+00 6.708E+00 9.756E+01 7.232E+00 3.175E+00 N+2.40 EQY11 5.828E-14 3.341E+00 7.723E+00 1.050E+02 2.596E+01 1.126E+01 N+5.00 EQY12 1.776E-15 3.227E-02 5.140E-02 6.578E-01 3.346E-02 2.101E-02 N+4.35 EQY12 9.351E-15 9.595E-02 2.155E-01 3.156E+00 1.412E-01 6.843E-02 N+3.85 EQY12 7.328E-14 8.437E-01 2.167E+00 3.233E+01 9.011E-01 3.627E-01 N+3.50 EQY12 1.992E-13 1.821E+00 3.668E+00 5.202E+01 1.453E+00 6.328E-01

 N+3.35 EQY12 3.830E-14 2.441E+00 5.364E+00 7.548E+01 3.341E+00 1.492E+00 N+3.00 EQY12 5.445E-14 2.638E+00 6.025E+00 8.479E+01 4.860E+00 2.156E+00 N+2.75 EQY12 2.172E-14 2.889E+00 6.708E+00 9.756E+01 7.232E+00 3.175E+00 N+2.40 EQY12 5.828E-14 3.341E+00 7.723E+00 1.050E+02 2.596E+01 1.126E+01 N+5.00 EQY21 1.776E-15 3.227E-02 5.140E-02 6.578E-01 3.346E-02 2.101E-02

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 N+4.35 EQY21 9.351E-15 9.595E-02 2.155E-01 3.156E+00 1.412E-01 6.843E-02 N+3.85 EQY21 7.328E-14 8.437E-01 2.167E+00 3.233E+01 9.011E-01 3.627E-01 N+3.50 EQY21 1.992E-13 1.821E+00 3.668E+00 5.202E+01 1.453E+00 6.328E-01 N+3.35 EQY21 3.830E-14 2.441E+00 5.364E+00 7.548E+01 3.341E+00 1.492E+00 N+3.00 EQY21 5.445E-14 2.638E+00 6.025E+00 8.479E+01 4.860E+00 2.156E+00 N+2.75 EQY21 2.172E-14 2.889E+00 6.708E+00 9.756E+01 7.232E+00 3.175E+00 N+2.40 EQY21 5.828E-14 3.341E+00 7.723E+00 1.050E+02 2.596E+01 1.126E+01 N+5.00 EQY22 1.776E-15 3.227E-02 5.140E-02 6.578E-01 3.346E-02 2.101E-02 N+4.35 EQY22 9.351E-15 9.595E-02 2.155E-01 3.156E+00 1.412E-01 6.843E-02 N+3.85 EQY22 7.328E-14 8.437E-01 2.167E+00 3.233E+01 9.011E-01 3.627E-01 N+3.50 EQY22 1.992E-13 1.821E+00 3.668E+00 5.202E+01 1.453E+00 6.328E-01 N+3.35 EQY22 3.830E-14 2.441E+00 5.364E+00 7.548E+01 3.341E+00 1.492E+00

 N+3.00 EQY22 5.445E-14 2.638E+00 6.025E+00 8.479E+01 4.860E+00 2.156E+00 N+2.75 EQY22 2.172E-14 2.889E+00 6.708E+00 9.756E+01 7.232E+00 3.175E+00 N+2.40 EQY22 5.828E-14 3.341E+00 7.723E+00 1.050E+02 2.596E+01 1.126E+01 ETABS v9.7.4 File:CASA ARQUITECTO URIEL REV3 Units:Ton-m diciembre 16, 201518:11 PAGE 21 STORY DRIFTS STORY DIRECTION LOAD MAX DRIFT

 N+5.00 X FHX11 1/711 N+4.35 X FHX11 1/347 N+4.35 Y FHX11 1/656 N+3.85 X FHX11 1/280 N+3.50 X FHX11 1/229 N+3.35 X FHX11 1/145 N+3.00 X FHX11 1/111 N+2.75 X FHX11 1/107 N+2.40 X FHX11 1/114 N+5.00 Y FHY11 1/701 N+4.35 Y FHY11 1/234 N+3.85 Y FHY11 1/227

 N+3.50 Y FHY11 1/175 N+3.35 Y FHY11 1/147 N+3.00 Y FHY11 1/118 N+2.75 Y FHY11 1/97 N+2.40 Y FHY11 1/101 N+5.00 Y WP0 1/945 N+4.35 Y WP0 1/447 N+3.85 Y WP0 1/498 N+3.50 Y WP0 1/461 N+3.35 Y WP0 1/423

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 N+3.00 Y WP0 1/283 N+2.75 Y WP0 1/223 N+2.40 Y WP0 1/225 N+5.00 Y WS0 1/3909 N+4.35 Y WS0 1/1013 N+3.85 Y WS0 1/399 N+3.50 Y WS0 1/366 N+3.35 Y WS0 1/456 N+3.00 Y WS0 1/779 N+2.75 Y WS0 1/1721 N+2.40 Y WS0 1/1964 N+5.00 X WP90 1/910 N+4.35 X WP90 1/639 N+4.35 Y WP90 1/828 N+3.85 X WP90 1/487 N+3.85 Y WP90 1/599 N+3.50 X WP90 1/550 N+3.50 Y WP90 1/554 N+3.35 X WP90 1/438 N+3.35 Y WP90 1/739 N+3.00 X WP90 1/348 N+2.75 X WP90 1/339 N+2.40 X WP90 1/361 N+5.00 X WS90 1/845

 N+4.35 X WS90 1/684 N+4.35 Y WS90 1/715 N+3.85 X WS90 1/480 N+3.85 Y WS90 1/565 N+3.50 X WS90 1/522 N+3.50 Y WS90 1/516 N+3.35 X WS90 1/422 N+3.35 Y WS90 1/612 N+3.00 X WS90 1/337 N+2.75 X WS90 1/327 N+2.40 X WS90 1/339 N+5.00 X FHX12 1/711 N+4.35 X FHX12 1/347

 N+4.35 Y FHX12 1/656 N+3.85 X FHX12 1/280 N+3.50 X FHX12 1/229 N+3.35 X FHX12 1/145 N+3.00 X FHX12 1/111 N+2.75 X FHX12 1/107 N+2.40 X FHX12 1/114 N+5.00 X FHX21 1/711 N+4.35 X FHX21 1/347 N+4.35 Y FHX21 1/656 N+3.85 X FHX21 1/280 N+3.50 X FHX21 1/229 N+3.35 X FHX21 1/145

 N+3.00 X FHX21 1/111 N+2.75 X FHX21 1/107 N+2.40 X FHX21 1/114 N+5.00 X FHX22 1/711 N+4.35 X FHX22 1/347 N+4.35 Y FHX22 1/656 N+3.85 X FHX22 1/280 N+3.50 X FHX22 1/229 N+3.35 X FHX22 1/145 N+3.00 X FHX22 1/111

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 N+2.75 X FHX22 1/107 N+2.40 X FHX22 1/114 N+5.00 Y FHY12 1/701 N+4.35 Y FHY12 1/234 N+3.85 Y FHY12 1/227 N+3.50 Y FHY12 1/175 N+3.35 Y FHY12 1/147 N+3.00 Y FHY12 1/118 N+2.75 Y FHY12 1/97 N+2.40 Y FHY12 1/101 N+5.00 Y FHY21 1/701 N+4.35 Y FHY21 1/234 N+3.85 Y FHY21 1/227 N+3.50 Y FHY21 1/175 N+3.35 Y FHY21 1/147 N+3.00 Y FHY21 1/118 N+2.75 Y FHY21 1/97 N+2.40 Y FHY21 1/101 N+5.00 Y FHY22 1/701 N+4.35 Y FHY22 1/234 N+3.85 Y FHY22 1/227 N+3.50 Y FHY22 1/175 N+3.35 Y FHY22 1/147 N+3.00 Y FHY22 1/118

 N+2.75 Y FHY22 1/97 N+2.40 Y FHY22 1/101 N+5.00 X FHEX 1/585 N+4.35 X FHEX 1/285 N+4.35 Y FHEX 1/540 N+3.85 X FHEX 1/230 N+3.50 X FHEX 1/188 N+3.35 X FHEX 1/119 N+3.00 X FHEX 1/92 N+2.75 X FHEX 1/88 N+2.40 X FHEX 1/94 N+5.00 Y FHEY 1/577 N+4.35 Y FHEY 1/192

 N+3.85 Y FHEY 1/187 N+3.50 Y FHEY 1/144 N+3.35 Y FHEY 1/121 N+3.00 Y FHEY 1/97 N+2.75 Y FHEY 1/80 N+2.40 Y FHEY 1/83 N+5.00 Y WP180 1/1349 N+4.35 Y WP180 1/458 N+3.85 Y WP180 1/375 N+3.50 Y WP180 1/364 N+3.35 Y WP180 1/316 N+3.00 Y WP180 1/283 N+2.75 Y WP180 1/228

 N+2.40 Y WP180 1/227 N+5.00 Y WS180 1/2239 N+4.35 Y WS180 1/525 N+3.85 Y WS180 1/605 N+3.50 Y WS180 1/645 N+3.35 Y WS180 1/807 N+3.00 Y WS180 1/1401 N+2.75 Y WS180 1/3307 N+2.40 Y WS180 1/2374 N+5.00 X DERX11 1/592

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 N+4.35 X DERX11 1/316 N+3.85 X DERX11 1/242 N+3.50 X DERX11 1/188 N+3.35 X DERX11 1/110 N+3.00 X DERX11 1/84 N+2.75 X DERX11 1/81 N+2.40 X DERX11 1/86 N+5.00 X DERX12 1/592 N+4.35 X DERX12 1/316 N+3.85 X DERX12 1/242 N+3.50 X DERX12 1/188 N+3.35 X DERX12 1/110 N+3.00 X DERX12 1/84 N+2.75 X DERX12 1/81 N+2.40 X DERX12 1/86 N+5.00 Y DERY11 1/693 N+4.35 Y DERY11 1/188 N+3.85 Y DERY11 1/187 N+3.50 Y DERY11 1/145 N+3.35 Y DERY11 1/130 N+3.00 Y DERY11 1/99 N+2.75 Y DERY11 1/76 N+2.40 Y DERY11 1/78 N+5.00 Y DERY12 1/693

 N+4.35 Y DERY12 1/188 N+3.85 Y DERY12 1/187 N+3.50 Y DERY12 1/145 N+3.35 Y DERY12 1/130 N+3.00 Y DERY12 1/99 N+2.75 Y DERY12 1/76 N+2.40 Y DERY12 1/78 N+5.00 X EQX11 1/720 N+4.35 X EQX11 1/383 N+3.85 X EQX11 1/295 N+3.50 X EQX11 1/228 N+3.35 X EQX11 1/133 N+3.00 X EQX11 1/102

 N+2.75 X EQX11 1/98 N+2.40 X EQX11 1/104 N+5.00 X EQX12 1/720 N+4.35 X EQX12 1/383 N+3.85 X EQX12 1/295 N+3.50 X EQX12 1/228 N+3.35 X EQX12 1/133 N+3.00 X EQX12 1/102 N+2.75 X EQX12 1/98 N+2.40 X EQX12 1/104 N+5.00 X EQX21 1/720 N+4.35 X EQX21 1/383 N+3.85 X EQX21 1/295

 N+3.50 X EQX21 1/228 N+3.35 X EQX21 1/133 N+3.00 X EQX21 1/102 N+2.75 X EQX21 1/98 N+2.40 X EQX21 1/104 N+5.00 X EQX22 1/720 N+4.35 X EQX22 1/383 N+3.85 X EQX22 1/295 N+3.50 X EQX22 1/228 N+3.35 X EQX22 1/133

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 N+3.00 X EQX22 1/102 N+2.75 X EQX22 1/98 N+2.40 X EQX22 1/104 N+5.00 Y EQY11 1/842 N+4.35 Y EQY11 1/229 N+3.85 Y EQY11 1/227 N+3.50 Y EQY11 1/176 N+3.35 Y EQY11 1/158 N+3.00 Y EQY11 1/120 N+2.75 Y EQY11 1/92 N+2.40 Y EQY11 1/95 N+5.00 Y EQY12 1/842 N+4.35 Y EQY12 1/229 N+3.85 Y EQY12 1/227 N+3.50 Y EQY12 1/176 N+3.35 Y EQY12 1/158 N+3.00 Y EQY12 1/120 N+2.75 Y EQY12 1/92 N+2.40 Y EQY12 1/95 N+5.00 Y EQY21 1/842 N+4.35 Y EQY21 1/229 N+3.85 Y EQY21 1/227 N+3.50 Y EQY21 1/176 N+3.35 Y EQY21 1/158

 N+3.00 Y EQY21 1/120 N+2.75 Y EQY21 1/92 N+2.40 Y EQY21 1/95 N+5.00 Y EQY22 1/842 N+4.35 Y EQY22 1/229 N+3.85 Y EQY22 1/227 N+3.50 Y EQY22 1/176 N+3.35 Y EQY22 1/158 N+3.00 Y EQY22 1/120 N+2.75 Y EQY22 1/92 N+2.40 Y EQY22 1/95