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 1S T O R Y D A T A
STORY SIMILAR TO HEIGHT ELEVATIONN+5.00 None 0.650 5.000N+4.35 None 0.500 4.350N+3.85 None 0.350 3.850N+3.50 None 0.150 3.500N+3.35 None 0.350 3.350N+3.00 None 0.250 3.000N+2.75 None 0.350 2.750N+2.40 None 2.400 2.400BASE None 0.000ETABS v9.7.4 File:CASA ARQUITECTO URIEL REV3 Units:Ton-m diciembre 16, 201518:11 PAGE 2S 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 DIRECTIONCM DEAD N/A 1.0000CV LIVE N/A 0.0000FHX11 QUAKE USER_COEFF 0.0000FHY11 QUAKE USER_COEFF 0.0000CVC LIVE N/A 0.0000WP0 WIND None 0.0000WS0 WIND None 0.0000PP DEAD N/A 1.0000WP90 WIND None 0.0000WS90 WIND None 0.0000FHX12 QUAKE USER_COEFF 0.0000
FHX21 QUAKE USER_COEFF 0.0000FHX22 QUAKE USER_COEFF 0.0000FHY12 QUAKE USER_COEFF 0.0000FHY21 QUAKE USER_COEFF 0.0000FHY22 QUAKE USER_COEFF 0.0000FHEX QUAKE USER_COEFF 0.0000FHEY QUAKE USER_COEFF 0.0000WP180 WIND None 0.0000WS180 WIND None 0.0000ETABS 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 DATADIRECTION 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: EQY11BASIC 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/AETABS v9.7.4 File:CASA ARQUITECTO URIEL REV3 Units:Ton-m diciembre 16, 201518:11 PAGE 4A U T O S E I S M I C U S E R C O E F F I C I E N TCase: 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 0.000-5.020ETABS v9.7.4 File:CASA ARQUITECTO URIEL REV3 Units:Ton-m diciembre 16, 2015
18:11 PAGE 5A U T O S E I S M I C U S E R C O E F F I C I E N TCase: 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 0.000-5.020ETABS v9.7.4 File:CASA ARQUITECTO URIEL REV3 Units:Ton-m diciembre 16, 201518:11 PAGE 6A 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 0.000-5.020ETABS v9.7.4 File:CASA ARQUITECTO URIEL REV3 Units:Ton-m diciembre 16, 201518:11 PAGE 7A U T O S E I S M I C U S E R C O E F F I C I E N TCase: FHY11
AUTO SEISMIC INPUT DATADirection: 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 0.0008.224ETABS v9.7.4 File:CASA ARQUITECTO URIEL REV3 Units:Ton-m diciembre 16, 201518:11 PAGE 8A U T O S E I S M I C U S E R C O E F F I C I E N TCase: 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 9A U T O S E I S M I C U S E R C O E F F I C I E N TCase: 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 TCase: 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 11A U T O S E I S M I C U S E R C O E F F I C I E N TCase: 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 0.000-6.105ETABS v9.7.4 File:CASA ARQUITECTO URIEL REV3 Units:Ton-m diciembre 16, 201518:11 PAGE 12A U T O S E I S M I C U S E R C O E F F I C I E N TCase: 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 0.00010.001ETABS v9.7.4 File:CASA ARQUITECTO URIEL REV3 Units:Ton-m diciembre 16, 201518:11 PAGE 13A U T O S E I S M I C U S E R C O E F F I C I E N TCase: 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 0.000-5.020ETABS v9.7.4 File:CASA ARQUITECTO URIEL REV3 Units:Ton-m diciembre 16, 201518:11 PAGE 14M A S S S O U R C E D A T A
MASS LATERAL LUMP MASSFROM MASS ONLY AT STORIESLoads Yes Yes
M A S S S O U R C E L O A D S
LOAD MULTIPLIER
CM 1.0000ETABS v9.7.4 File:CASA ARQUITECTO URIEL REV3 Units:Ton-m diciembre 16, 201518:11 PAGE 15A 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+00N+4.35 2.186E-02 2.186E-02 0.000E+00 0.000E+00 0.000E+00 0.00
0E+00N+3.85 2.649E-01 2.649E-01 0.000E+00 0.000E+00 0.000E+00 0.000E+00N+3.50 2.288E-01 2.288E-01 0.000E+00 0.000E+00 0.000E+00 0.000E+00N+3.35 2.549E-01 2.549E-01 0.000E+00 0.000E+00 0.000E+00 0.000E+00N+3.00 1.052E-01 1.052E-01 0.000E+00 0.000E+00 0.000E+00 0.000E+00N+2.75 1.035E-01 1.035E-01 0.000E+00 0.000E+00 0.000E+00 0.000E+00N+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+00Totals 1.263E+00 1.263E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00ETABS v9.7.4 File:CASA ARQUITECTO URIEL REV3 Units:Ton-m diciembre 16, 201518:11 PAGE 16M 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 CIRCULARFREQNUMBER (TIME) (CYCLES/TIME) (RADIANS/TIME)Mode 1 0.37544 2.66357 16.73571Mode 2 0.34701 2.88174 18.10652Mode 3 0.27341 3.65747 22.98054Mode 4 0.18372 5.44296 34.19909Mode 5 0.12276 8.14630 51.18470Mode 6 0.11496 8.69862 54.65503Mode 7 0.08999 11.11217 69.81983Mode 8 0.08609 11.61536 72.98148Mode 9 0.06564 15.23493 95.72392Mode 10 0.05919 16.89415 106.
14910Mode 11 0.04016 24.89828 156.44049Mode 12 0.03668 27.26608 171.31785ETABS v9.7.4 File:CASA ARQUITECTO URIEL REV3 Units:Ton-m diciembre 16, 201518:11 PAGE 17M 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-ROTN
NUMBER %MASS %MASS %MASS %MASS %MASS %MASS 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 0.18 < 99>Mode 9 0.29 0.09 < 99> 0.00 < 0> 0.03 < 99> 0.19 0.02 < 99>Mode 10 0.05 0.23 0.00 < 0> 0.10 < 99> 0.06 0.04 < 99>
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Mode 11 0.09 0.16 0.00 < 0> 0.07 0.07 0.00 < 99>Mode 12 0.08 0.12 0.00 < 0> 0.06 0.05 0.00 < 99>ETABS v9.7.4 File:CASA ARQUITECTO URIEL REV3 Units:Ton-m diciembre 16, 201518:11 PAGE 18M 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 0.9192 0.0716Load CV 0.0000 0.0000Load FHX11 99.9978 99.8900Load FHY11 99.9910 99.6339Load CVC 0.8576 0.0000Load WP0 83.4765 9.6157Load WS0 0.4354 0.0000Load PP 1.1344 0.0232Load WP90 86.4545 14.7587Load WS90 87.8342 15.0868Load FHX12 99.9978 99.8900
Load FHX21 99.9978 99.8900Load FHX22 99.9978 99.8900Load FHY12 99.9910 99.6339Load FHY21 99.9910 99.6339Load FHY22 99.9910 99.6339Load FHEX 99.9978 99.8900Load FHEY 99.9910 99.6339Load WP180 85.9490 13.3155Load WS180 2.5660 0.0000Accel UX 100.0000 99.9570Accel UY 100.0000 99.9509Accel UZ 0.0000 0.0000Accel RX 99.9910 99.6339
Accel RY 99.9978 99.8900Accel RZ 63.6072 99.2768
ETABS v9.7.4 File:CASA ARQUITECTO URIEL REV3 Units:Ton-m diciembre 16, 201518:11 PAGE 19TOTAL REACTIVE FORCES (RECOVERED LOADS) AT ORIGINLOAD FX FY FZ MX MY
MZCM -2.660E-12 7.832E-12 1.244E+01 7.557E+01 -1.470E+02 1.63
4E-04CV 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00FHX11 -8.949E+00 8.255E-11 2.419E-14 -6.430E-03 -3.014E+01 5.655E+01FHY11 -3.843E-11 -8.949E+00 4.252E-14 3.018E+01 6.818E-03 -1.083E+02CVC 1.248E-12 2.011E-11 8.184E+00 4.001E+01 -9.810E+01 1.409E-04WP0 -2.876E-11 -3.468E+00 -2.485E+00 -4.582E+00 3.617E+01 -4.53
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7E+01WS0 -3.071E-13 -1.320E-11 -4.561E+00 -2.010E+01 5.392E+01 -8.228E-05PP -5.499E-13 5.266E-12 5.298E+00 3.119E+01 -6.311E+01 6.031E-05WP90 -3.123E+00 4.755E-11 -2.398E+00 -1.571E+01 2.334E+01 1.946E+01WS90 3.188E+00 -6.694E-11 -3.877E+00 -1.886E+01 5.857E+01 -2.010E+01FHX12 -8.949E+00 8.255E-11 2.419E-14 -6.430E-03 -3.014E+01 5.655E+01FHX21 -8.949E+00 8.255E-11 2.419E-14 -6.430E-03 -3.014E+01 5.655E+01FHX22 -8.949E+00 8.255E-11 2.419E-14 -6.430E-03 -3.014E+01 5.655E+01FHY12 -3.843E-11 -8.949E+00 4.252E-14 3.018E+01 6.818E-03 -1.083E+02FHY21 -3.843E-11 -8.949E+00 4.252E-14 3.018E+01 6.818E-03 -1.083E+02FHY22 -3.843E-11 -8.949E+00 4.252E-14 3.018E+01 6.818E-03 -1.083E+02FHEX -1.088E+01 1.004E-10 3.178E-14 -7.819E-03 -3.666E+01 6.877E+01FHEY -4.674E-11 -1.088E+01 8.046E-14 3.670E+01 8.291E-03 -1.31
7E+02WP180 2.294E-11 3.491E+00 -3.578E+00 -3.250E+01 4.736E+01 4.562E+01WS180 -1.850E-12 -4.027E-12 -3.578E+00 -2.142E+01 4.736E+01 -4.542E-05DERX11 9.363E+00 4.498E+00 1.123E-13 1.486E+01 3.144E+01 7.803E+01DERX12 9.363E+00 4.498E+00 1.123E-13 1.486E+01 3.144E+01 7.803E+01DERY11 4.060E+00 9.384E+00 7.082E-14 3.155E+01 1.369E+01 1.276E+02DERY12 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+01EQX12 7.707E+00 3.703E+00 9.243E-14 1.223E+01 2.588E+01 6.423E+01EQX21 7.707E+00 3.703E+00 9.243E-14 1.223E+01 2.588E+01 6.423E+01EQX22 7.707E+00 3.703E+00 9.243E-14 1.223E+01 2.588E+01 6.423E+01EQY11 3.341E+00 7.723E+00 5.828E-14 2.596E+01 1.126E+01 1.050E+02EQY12 3.341E+00 7.723E+00 5.828E-14 2.596E+01 1.126E+01 1.050E+02EQY21 3.341E+00 7.723E+00 5.828E-14 2.596E+01 1.126E+01 1.05
0E+02EQY22 3.341E+00 7.723E+00 5.828E-14 2.596E+01 1.126E+01 1.050E+02ETABS v9.7.4 File:CASA ARQUITECTO URIEL REV3 Units:Ton-m diciembre 16, 201518:11 PAGE 20S T O R Y F O R C E SSTORY LOAD P VX VY T
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MX MYN+5.00 FHX11 4.974E-17 -8.118E-02 1.338E-15 8.527E-01 -4.244E-06 -5.283E-02N+4.35 FHX11 2.242E-14 -2.951E-01 -1.254E-14 2.209E+00 -4.400E-05 -2.006E-01N+3.85 FHX11 -1.059E-13 -2.589E+00 -7.526E-13 1.608E+01 -1.930E-04 -1.109E+00N+3.50 FHX11 -8.586E-14 -4.391E+00 -8.524E-13 3.591E+01 -2.268E-04 -1.771E+00N+3.35 FHX11 -1.131E-13 -6.311E+00 -3.081E-12 4.570E+01 -4.281E-04 -3.993E+00N+3.00 FHX11 4.583E-14 -7.021E+00 8.095E-11 4.741E+01 -7.526E-04 -5.760E+00N+2.75 FHX11 7.020E-15 -7.661E+00 8.099E-11 5.153E+01 -2.114E-03 -8.463E+00N+2.40 FHX11 2.419E-14 -8.949E+00 8.255E-11 5.655E+01 -6.430E-03 -3.014E+01N+5.00 FHY11 -1.990E-16 -5.930E-15 -8.118E-02 -8.672E-01 5.283E-02 7.875E-09N+4.35 FHY11 -9.848E-15 1.374E-14 -2.951E-01 -3.939E+00 2.007E-01 7.586E-05N+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-04N+3.35 FHY11 -8.322E-14 -3.798E-11 -6.311E+00 -7.891E+01 3.992E+00 6.957E-04N+3.00 FHY11 -3.946E-14 -3.842E-11 -7.021E+00 -8.910E+01 5.762E+00 1.399E-03N+2.75 FHY11 -1.113E-14 -3.841E-11 -7.661E+00 -1.001E+02 8.471E+00 1.625E-03N+2.40 FHY11 4.252E-14 -3.843E-11 -8.949E+00 -1.083E+02 3.018E+01 6.818E-03N+5.00 WP0 5.578E-16 -3.709E-15 -9.034E-02 -9.650E-01 5.876E-02 3.351E-06N+4.35 WP0 5.347E-16 -2.911E-15 -5.823E-01 -8.235E+00 3.50
1E-01 1.344E-05N+3.85 WP0 -1.300E+00 -3.272E-11 -1.166E+00 -1.519E+01 -6.856E+00 1.876E+01N+3.50 WP0 -1.300E+00 -3.261E-11 -1.166E+00 -1.519E+01 -6.680E+00 1.876E+01N+3.35 WP0 -3.576E+00 -2.818E-11 -1.166E+00 -1.519E+01 -1.665E+01 4.549E+01N+3.00 WP0 -2.984E+00 -2.871E-11 -1.645E+00 -2.210E+01 -1.516E+01 3.696E+01N+2.75 WP0 -2.984E+00 -2.875E-11 -2.643E+00 -3.976E+01 -1.423E+01 3.696E+01N+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-08N+4.35 WS0 -7.022E-15 1.028E-16 7.319E-16 -2.209E-05 3.607E-05 4.274E-05N+3.85 WS0 -1.300E+00 -6.422E-13 3.726E-14 -2.650E-05 -7.615E+00 1.876E+01N+3.50 WS0 -1.300E+00 -6.467E-13 3.625E-14 -2.449E-05 -7.615E+00 1.876E+01N+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+01N+2.75 WS0 -4.110E+00 -3.051E-13 -1.319E-11 -6.310E-05 -1.896E+01 5.320E+01N+2.40 WS0 -4.561E+00 -3.071E-13 -1.320E-11 -8.228E-05 -2.010E+01 5.392E+01N+5.00 WP90 -1.336E-15 -2.033E-01 4.281E-16 2.134E+00 7.086E-06 -1.322E-01N+4.35 WP90 8.973E-16 -5.841E-01 -7.947E-15 4.495E+00 2.076E-05 -4.244E-01N+3.85 WP90 -1.283E+00 -1.678E+00 -2.692E-13 1.060E+01 -7.933E+00 1.750E+01N+3.50 WP90 -1.283E+00 -2.025E+00 -3.063E-13 1.424E+01 -7.933E+00 1.719E+01N+3.35 WP90 -3.137E+00 -2.280E+00 -1.039E-12 1.601E+01 -1.729E+01 3.861E+01N+3.00 WP90 -2.737E+00 -2.280E+00 4.701E-11 1.601E+01 -1.656E+01 3.225E+01N+2.75 WP90 -2.737E+00 -2.280E+00 4.701E-11 1.601E+01 -1.656E+01 3.145E+01N+2.40 WP90 -2.398E+00 -3.123E+00 4.755E-11 1.946E+01 -1.571E+01 2.334E+01N+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-01N+3.85 WS90 -1.283E+00 1.678E+00 3.068E-13 -1.060E+01 -7.933E+00 1.952E+01N+3.50 WS90 -1.283E+00 2.025E+00 3.261E-13 -1.424E+01 -7.933E+00 1.983E+01N+3.35 WS90 -3.137E+00 2.592E+00 1.264E-12 -1.818E+01 -1.728E+01 4.296E+01N+3.00 WS90 -3.538E+00 2.592E+00 -6.631E-11 -1.818E+01 -1.801E+01 4.939E+01N+2.75 WS90 -3.538E+00 2.592E+00 -6.635E-11 -1.818E+01 -1.801E+01 5.030E+01N+2.40 WS90 -3.877E+00 3.188E+00 -6.694E-11 -2.010E+01 -1.88
6E+01 5.857E+01N+5.00 FHX12 4.974E-17 -8.118E-02 1.338E-15 8.527E-01 -4.244E-06 -5.283E-02N+4.35 FHX12 2.242E-14 -2.951E-01 -1.254E-14 2.209E+00 -4.400E-05 -2.006E-01N+3.85 FHX12 -1.059E-13 -2.589E+00 -7.526E-13 1.608E+01 -1.930E-04 -1.109E+00N+3.50 FHX12 -8.586E-14 -4.391E+00 -8.524E-13 3.591E+01 -2.268E-04 -1.771E+00N+3.35 FHX12 -1.131E-13 -6.311E+00 -3.081E-12 4.570E+01 -4.281E-04 -3.993E+00N+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+00N+2.40 FHX12 2.419E-14 -8.949E+00 8.255E-11 5.655E+01 -6.430E-03 -3.014E+01N+5.00 FHX21 4.974E-17 -8.118E-02 1.338E-15 8.527E-01 -4.244E-06 -5.283E-02N+4.35 FHX21 2.242E-14 -2.951E-01 -1.254E-14 2.209E+00 -4.400E-05 -2.006E-01N+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+00N+3.35 FHX21 -1.131E-13 -6.311E+00 -3.081E-12 4.570E+01 -4.281E-04 -3.993E+00N+3.00 FHX21 4.583E-14 -7.021E+00 8.095E-11 4.741E+01 -7.526E-04 -5.760E+00N+2.75 FHX21 7.020E-15 -7.661E+00 8.099E-11 5.153E+01 -2.114E-03 -8.463E+00N+2.40 FHX21 2.419E-14 -8.949E+00 8.255E-11 5.655E+01 -6.430E-03 -3.014E+01N+5.00 FHX22 4.974E-17 -8.118E-02 1.338E-15 8.527E-01 -4.244E-06 -5.283E-02N+4.35 FHX22 2.242E-14 -2.951E-01 -1.254E-14 2.209E+00 -4.400E-05 -2.006E-01N+3.85 FHX22 -1.059E-13 -2.589E+00 -7.526E-13 1.608E+01 -1.930E-04 -1.109E+00N+3.50 FHX22 -8.586E-14 -4.391E+00 -8.524E-13 3.591E+01 -2.268E-04 -1.771E+00N+3.35 FHX22 -1.131E-13 -6.311E+00 -3.081E-12 4.570E+01 -4.281E-04 -3.993E+00N+3.00 FHX22 4.583E-14 -7.021E+00 8.095E-11 4.741E+01 -7.526E-04 -5.760E+00N+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+01N+5.00 FHY12 -1.990E-16 -5.930E-15 -8.118E-02 -8.672E-01 5.283E-02 7.875E-09N+4.35 FHY12 -9.848E-15 1.374E-14 -2.951E-01 -3.939E+00 2.007E-01 7.586E-05N+3.85 FHY12 -1.367E-13 -4.678E-11 -2.589E+00 -3.641E+01 1.109E+00 2.048E-04N+3.50 FHY12 -1.356E-13 -4.676E-11 -4.391E+00 -5.578E+01 1.770E+00 3.284E-04N+3.35 FHY12 -8.322E-14 -3.798E-11 -6.311E+00 -7.891E+01 3.992E+00 6.957E-04N+3.00 FHY12 -3.946E-14 -3.842E-11 -7.021E+00 -8.910E+01 5.76
2E+00 1.399E-03N+2.75 FHY12 -1.113E-14 -3.841E-11 -7.661E+00 -1.001E+02 8.471E+00 1.625E-03N+2.40 FHY12 4.252E-14 -3.843E-11 -8.949E+00 -1.083E+02 3.018E+01 6.818E-03N+5.00 FHY21 -1.990E-16 -5.930E-15 -8.118E-02 -8.672E-01 5.283E-02 7.875E-09N+4.35 FHY21 -9.848E-15 1.374E-14 -2.951E-01 -3.939E+00 2.007E-01 7.586E-05N+3.85 FHY21 -1.367E-13 -4.678E-11 -2.589E+00 -3.641E+01 1.109E+00 2.048E-04N+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-04N+3.00 FHY21 -3.946E-14 -3.842E-11 -7.021E+00 -8.910E+01 5.762E+00 1.399E-03N+2.75 FHY21 -1.113E-14 -3.841E-11 -7.661E+00 -1.001E+02 8.471E+00 1.625E-03N+2.40 FHY21 4.252E-14 -3.843E-11 -8.949E+00 -1.083E+02 3.018E+01 6.818E-03N+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-05N+3.85 FHY22 -1.367E-13 -4.678E-11 -2.589E+00 -3.641E+01 1.109E+00 2.048E-04N+3.50 FHY22 -1.356E-13 -4.676E-11 -4.391E+00 -5.578E+01 1.770E+00 3.284E-04N+3.35 FHY22 -8.322E-14 -3.798E-11 -6.311E+00 -7.891E+01 3.992E+00 6.957E-04N+3.00 FHY22 -3.946E-14 -3.842E-11 -7.021E+00 -8.910E+01 5.762E+00 1.399E-03N+2.75 FHY22 -1.113E-14 -3.841E-11 -7.661E+00 -1.001E+02 8.471E+00 1.625E-03N+2.40 FHY22 4.252E-14 -3.843E-11 -8.949E+00 -1.083E+02 3.018E+01 6.818E-03N+5.00 FHEX -4.817E-15 -9.872E-02 -6.235E-16 1.037E+00 -5.161E-06 -6.425E-02N+4.35 FHEX 2.995E-14 -3.588E-01 -1.201E-14 2.686E+00 -5.351E-05 -2.440E-01N+3.85 FHEX -1.312E-13 -3.149E+00 -9.169E-13 1.955E+01 -2.347E-04 -1.349E+00N+3.50 FHEX -8.953E-14 -5.340E+00 -1.282E-12 4.367E+01 -2.758E-04 -2.153E+00N+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+00N+2.75 FHEX 1.461E-14 -9.317E+00 9.846E-11 6.267E+01 -2.571E-03 -1.029E+01N+2.40 FHEX 3.178E-14 -1.088E+01 1.004E-10 6.877E+01 -7.819E-03 -3.666E+01N+5.00 FHEY 9.948E-17 -4.489E-15 -9.872E-02 -1.055E+00 6.425E-02 9.577E-09N+4.35 FHEY -3.936E-15 7.626E-15 -3.588E-01 -4.790E+00 2.440E-01 9.225E-05N+3.85 FHEY -1.643E-13 -5.689E-11 -3.149E+00 -4.427E+01 1.349E+00 2.491E-04N+3.50 FHEY -3.445E-14 -5.665E-11 -5.340E+00 -6.783E+01 2.15
3E+00 3.993E-04N+3.35 FHEY 5.650E-14 -4.612E-11 -7.675E+00 -9.597E+01 4.855E+00 8.461E-04N+3.00 FHEY 8.606E-14 -4.671E-11 -8.538E+00 -1.084E+02 7.008E+00 1.702E-03N+2.75 FHEY 3.752E-15 -4.671E-11 -9.317E+00 -1.217E+02 1.030E+01 1.977E-03N+2.40 FHEY 8.046E-14 -4.674E-11 -1.088E+01 -1.317E+02 3.670E+01 8.291E-03N+5.00 WP180 3.890E-16 4.152E-15 1.365E-01 1.458E+00 -8.876E-02 -3.246E-06N+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+01N+3.50 WP180 -1.624E+00 2.864E-11 1.189E+00 1.543E+01 -1.146E+01 2.344E+01N+3.35 WP180 -3.578E+00 2.243E-11 1.189E+00 1.543E+01 -2.283E+01 4.736E+01N+3.00 WP180 -3.578E+00 2.293E-11 1.405E+00 1.854E+01 -2.318E+01 4.736E+01N+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+01N+5.00 WS180 4.006E-16 -5.507E-17 4.740E-16 1.001E-05 1.250E-05 -6.452E-08N+4.35 WS180 -2.391E-15 1.502E-16 1.904E-15 1.740E-05 5.687E-05 -4.447E-06N+3.85 WS180 -1.624E+00 -1.469E-12 3.020E-14 1.427E-05 -1.047E+01 2.344E+01N+3.50 WS180 -1.624E+00 -1.475E-12 2.600E-14 1.963E-05 -1.047E+01 2.344E+01N+3.35 WS180 -3.578E+00 -1.856E-12 5.232E-14 4.047E-06 -2.142E+01 4.736E+01N+3.00 WS180 -3.578E+00 -1.851E-12 -4.027E-12 -1.390E-06 -2.142E+01 4.736E+01N+2.75 WS180 -3.578E+00 -1.850E-12 -4.030E-12 -1.872E-05 -2.142E+01 4.736E+01N+2.40 WS180 -3.578E+00 -1.850E-12 -4.027E-12 -4.542E-05 -2.142E+01 4.736E+01N+5.00 DERX11 2.449E-15 8.186E-02 3.491E-02 7.717E-01 2.272E-02 5.329E-02N+4.35 DERX11 1.899E-14 2.631E-01 1.163E-01 2.440E+00 7.887E-02 1.837E-01N+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+00N+3.35 DERX11 7.147E-14 6.687E+00 3.043E+00 6.045E+01 1.849E+00 4.097E+00N+3.00 DERX11 1.383E-13 7.309E+00 3.374E+00 6.455E+01 2.699E+00 5.936E+00N+2.75 DERX11 4.626E-14 8.018E+00 3.668E+00 7.376E+01 3.994E+00 8.765E+00N+2.40 DERX11 1.123E-13 9.363E+00 4.498E+00 7.803E+01 1.486E+01 3.144E+01N+5.00 DERX12 2.449E-15 8.186E-02 3.491E-02 7.717E-01 2.272E-02 5.329E-02N+4.35 DERX12 1.899E-14 2.631E-01 1.163E-01 2.440E+00 7.88
7E-02 1.837E-01N+3.85 DERX12 8.973E-14 2.391E+00 1.155E+00 2.147E+01 4.813E-01 1.020E+00N+3.50 DERX12 1.512E-13 4.867E+00 2.061E+00 4.538E+01 7.852E-01 1.743E+00N+3.35 DERX12 7.147E-14 6.687E+00 3.043E+00 6.045E+01 1.849E+00 4.097E+00N+3.00 DERX12 1.383E-13 7.309E+00 3.374E+00 6.455E+01 2.699E+00 5.936E+00N+2.75 DERX12 4.626E-14 8.018E+00 3.668E+00 7.376E+01 3.994E+00 8.765E+00N+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-02N+4.35 DERY11 1.136E-14 1.166E-01 2.618E-01 3.834E+00 1.715E-01 8.314E-02N+3.85 DERY11 8.904E-14 1.025E+00 2.633E+00 3.928E+01 1.095E+00 4.408E-01N+3.50 DERY11 2.420E-13 2.213E+00 4.457E+00 6.321E+01 1.765E+00 7.689E-01N+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+00N+2.75 DERY11 2.639E-14 3.511E+00 8.151E+00 1.185E+02 8.788E+00 3.858E+00N+2.40 DERY11 7.082E-14 4.060E+00 9.384E+00 1.276E+02 3.155E+01 1.369E+01N+5.00 DERY12 2.157E-15 3.921E-02 6.245E-02 7.993E-01 4.066E-02 2.552E-02N+4.35 DERY12 1.136E-14 1.166E-01 2.618E-01 3.834E+00 1.715E-01 8.314E-02N+3.85 DERY12 8.904E-14 1.025E+00 2.633E+00 3.928E+01 1.095E+00 4.408E-01N+3.50 DERY12 2.420E-13 2.213E+00 4.457E+00 6.321E+01 1.765E+00 7.689E-01N+3.35 DERY12 4.654E-14 2.965E+00 6.517E+00 9.171E+01 4.059E+00 1.813E+00N+3.00 DERY12 6.616E-14 3.206E+00 7.321E+00 1.030E+02 5.905E+00 2.619E+00N+2.75 DERY12 2.639E-14 3.511E+00 8.151E+00 1.185E+02 8.788E+00 3.858E+00N+2.40 DERY12 7.082E-14 4.060E+00 9.384E+00 1.276E+02 3.155E+01 1.369E+01N+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-01N+3.85 EQX11 7.386E-14 1.968E+00 9.509E-01 1.767E+01 3.962E-01 8.392E-01N+3.50 EQX11 1.245E-13 4.006E+00 1.696E+00 3.735E+01 6.463E-01 1.435E+00N+3.35 EQX11 5.883E-14 5.504E+00 2.505E+00 4.976E+01 1.522E+00 3.372E+00N+3.00 EQX11 1.138E-13 6.016E+00 2.777E+00 5.313E+01 2.221E+00 4.886E+00N+2.75 EQX11 3.808E-14 6.600E+00 3.019E+00 6.071E+01 3.287E+00 7.215E+00N+2.40 EQX11 9.243E-14 7.707E+00 3.703E+00 6.423E+01 1.22
3E+01 2.588E+01N+5.00 EQX12 2.016E-15 6.738E-02 2.873E-02 6.352E-01 1.870E-02 4.386E-02N+4.35 EQX12 1.563E-14 2.166E-01 9.571E-02 2.008E+00 6.492E-02 1.512E-01N+3.85 EQX12 7.386E-14 1.968E+00 9.509E-01 1.767E+01 3.962E-01 8.392E-01N+3.50 EQX12 1.245E-13 4.006E+00 1.696E+00 3.735E+01 6.463E-01 1.435E+00N+3.35 EQX12 5.883E-14 5.504E+00 2.505E+00 4.976E+01 1.522E+00 3.372E+00N+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+00N+2.40 EQX12 9.243E-14 7.707E+00 3.703E+00 6.423E+01 1.223E+01 2.588E+01N+5.00 EQX21 2.016E-15 6.738E-02 2.873E-02 6.352E-01 1.870E-02 4.386E-02N+4.35 EQX21 1.563E-14 2.166E-01 9.571E-02 2.008E+00 6.492E-02 1.512E-01N+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+00N+3.35 EQX21 5.883E-14 5.504E+00 2.505E+00 4.976E+01 1.522E+00 3.372E+00N+3.00 EQX21 1.138E-13 6.016E+00 2.777E+00 5.313E+01 2.221E+00 4.886E+00N+2.75 EQX21 3.808E-14 6.600E+00 3.019E+00 6.071E+01 3.287E+00 7.215E+00N+2.40 EQX21 9.243E-14 7.707E+00 3.703E+00 6.423E+01 1.223E+01 2.588E+01N+5.00 EQX22 2.016E-15 6.738E-02 2.873E-02 6.352E-01 1.870E-02 4.386E-02N+4.35 EQX22 1.563E-14 2.166E-01 9.571E-02 2.008E+00 6.492E-02 1.512E-01N+3.85 EQX22 7.386E-14 1.968E+00 9.509E-01 1.767E+01 3.962E-01 8.392E-01N+3.50 EQX22 1.245E-13 4.006E+00 1.696E+00 3.735E+01 6.463E-01 1.435E+00N+3.35 EQX22 5.883E-14 5.504E+00 2.505E+00 4.976E+01 1.522E+00 3.372E+00N+3.00 EQX22 1.138E-13 6.016E+00 2.777E+00 5.313E+01 2.221E+00 4.886E+00N+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+01N+5.00 EQY11 1.776E-15 3.227E-02 5.140E-02 6.578E-01 3.346E-02 2.101E-02N+4.35 EQY11 9.351E-15 9.595E-02 2.155E-01 3.156E+00 1.412E-01 6.843E-02N+3.85 EQY11 7.328E-14 8.437E-01 2.167E+00 3.233E+01 9.011E-01 3.627E-01N+3.50 EQY11 1.992E-13 1.821E+00 3.668E+00 5.202E+01 1.453E+00 6.328E-01N+3.35 EQY11 3.830E-14 2.441E+00 5.364E+00 7.548E+01 3.341E+00 1.492E+00N+3.00 EQY11 5.445E-14 2.638E+00 6.025E+00 8.479E+01 4.86
0E+00 2.156E+00N+2.75 EQY11 2.172E-14 2.889E+00 6.708E+00 9.756E+01 7.232E+00 3.175E+00N+2.40 EQY11 5.828E-14 3.341E+00 7.723E+00 1.050E+02 2.596E+01 1.126E+01N+5.00 EQY12 1.776E-15 3.227E-02 5.140E-02 6.578E-01 3.346E-02 2.101E-02N+4.35 EQY12 9.351E-15 9.595E-02 2.155E-01 3.156E+00 1.412E-01 6.843E-02N+3.85 EQY12 7.328E-14 8.437E-01 2.167E+00 3.233E+01 9.011E-01 3.627E-01N+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+00N+3.00 EQY12 5.445E-14 2.638E+00 6.025E+00 8.479E+01 4.860E+00 2.156E+00N+2.75 EQY12 2.172E-14 2.889E+00 6.708E+00 9.756E+01 7.232E+00 3.175E+00N+2.40 EQY12 5.828E-14 3.341E+00 7.723E+00 1.050E+02 2.596E+01 1.126E+01N+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-02N+3.85 EQY21 7.328E-14 8.437E-01 2.167E+00 3.233E+01 9.011E-01 3.627E-01N+3.50 EQY21 1.992E-13 1.821E+00 3.668E+00 5.202E+01 1.453E+00 6.328E-01N+3.35 EQY21 3.830E-14 2.441E+00 5.364E+00 7.548E+01 3.341E+00 1.492E+00N+3.00 EQY21 5.445E-14 2.638E+00 6.025E+00 8.479E+01 4.860E+00 2.156E+00N+2.75 EQY21 2.172E-14 2.889E+00 6.708E+00 9.756E+01 7.232E+00 3.175E+00N+2.40 EQY21 5.828E-14 3.341E+00 7.723E+00 1.050E+02 2.596E+01 1.126E+01N+5.00 EQY22 1.776E-15 3.227E-02 5.140E-02 6.578E-01 3.346E-02 2.101E-02N+4.35 EQY22 9.351E-15 9.595E-02 2.155E-01 3.156E+00 1.412E-01 6.843E-02N+3.85 EQY22 7.328E-14 8.437E-01 2.167E+00 3.233E+01 9.011E-01 3.627E-01N+3.50 EQY22 1.992E-13 1.821E+00 3.668E+00 5.202E+01 1.453E+00 6.328E-01N+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+00N+2.75 EQY22 2.172E-14 2.889E+00 6.708E+00 9.756E+01 7.232E+00 3.175E+00N+2.40 EQY22 5.828E-14 3.341E+00 7.723E+00 1.050E+02 2.596E+01 1.126E+01ETABS v9.7.4 File:CASA ARQUITECTO URIEL REV3 Units:Ton-m diciembre 16, 201518:11 PAGE 21STORY DRIFTSSTORY DIRECTION LOAD MAX DRIFT
N+5.00 X FHX11 1/711N+4.35 X FHX11 1/347N+4.35 Y FHX11 1/656N+3.85 X FHX11 1/280N+3.50 X FHX11 1/229N+3.35 X FHX11 1/145N+3.00 X FHX11 1/111N+2.75 X FHX11 1/107N+2.40 X FHX11 1/114N+5.00 Y FHY11 1/701N+4.35 Y FHY11 1/234N+3.85 Y FHY11 1/227
N+3.50 Y FHY11 1/175N+3.35 Y FHY11 1/147N+3.00 Y FHY11 1/118N+2.75 Y FHY11 1/97N+2.40 Y FHY11 1/101N+5.00 Y WP0 1/945N+4.35 Y WP0 1/447N+3.85 Y WP0 1/498N+3.50 Y WP0 1/461N+3.35 Y WP0 1/423
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N+3.00 Y WP0 1/283N+2.75 Y WP0 1/223N+2.40 Y WP0 1/225N+5.00 Y WS0 1/3909N+4.35 Y WS0 1/1013N+3.85 Y WS0 1/399N+3.50 Y WS0 1/366N+3.35 Y WS0 1/456N+3.00 Y WS0 1/779N+2.75 Y WS0 1/1721N+2.40 Y WS0 1/1964N+5.00 X WP90 1/910N+4.35 X WP90 1/639N+4.35 Y WP90 1/828N+3.85 X WP90 1/487N+3.85 Y WP90 1/599N+3.50 X WP90 1/550N+3.50 Y WP90 1/554N+3.35 X WP90 1/438N+3.35 Y WP90 1/739N+3.00 X WP90 1/348N+2.75 X WP90 1/339N+2.40 X WP90 1/361N+5.00 X WS90 1/845
N+4.35 X WS90 1/684N+4.35 Y WS90 1/715N+3.85 X WS90 1/480N+3.85 Y WS90 1/565N+3.50 X WS90 1/522N+3.50 Y WS90 1/516N+3.35 X WS90 1/422N+3.35 Y WS90 1/612N+3.00 X WS90 1/337N+2.75 X WS90 1/327N+2.40 X WS90 1/339N+5.00 X FHX12 1/711N+4.35 X FHX12 1/347
N+4.35 Y FHX12 1/656N+3.85 X FHX12 1/280N+3.50 X FHX12 1/229N+3.35 X FHX12 1/145N+3.00 X FHX12 1/111N+2.75 X FHX12 1/107N+2.40 X FHX12 1/114N+5.00 X FHX21 1/711N+4.35 X FHX21 1/347N+4.35 Y FHX21 1/656N+3.85 X FHX21 1/280N+3.50 X FHX21 1/229N+3.35 X FHX21 1/145
N+3.00 X FHX21 1/111N+2.75 X FHX21 1/107N+2.40 X FHX21 1/114N+5.00 X FHX22 1/711N+4.35 X FHX22 1/347N+4.35 Y FHX22 1/656N+3.85 X FHX22 1/280N+3.50 X FHX22 1/229N+3.35 X FHX22 1/145N+3.00 X FHX22 1/111
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N+2.75 X FHX22 1/107N+2.40 X FHX22 1/114N+5.00 Y FHY12 1/701N+4.35 Y FHY12 1/234N+3.85 Y FHY12 1/227N+3.50 Y FHY12 1/175N+3.35 Y FHY12 1/147N+3.00 Y FHY12 1/118N+2.75 Y FHY12 1/97N+2.40 Y FHY12 1/101N+5.00 Y FHY21 1/701N+4.35 Y FHY21 1/234N+3.85 Y FHY21 1/227N+3.50 Y FHY21 1/175N+3.35 Y FHY21 1/147N+3.00 Y FHY21 1/118N+2.75 Y FHY21 1/97N+2.40 Y FHY21 1/101N+5.00 Y FHY22 1/701N+4.35 Y FHY22 1/234N+3.85 Y FHY22 1/227N+3.50 Y FHY22 1/175N+3.35 Y FHY22 1/147N+3.00 Y FHY22 1/118
N+2.75 Y FHY22 1/97N+2.40 Y FHY22 1/101N+5.00 X FHEX 1/585N+4.35 X FHEX 1/285N+4.35 Y FHEX 1/540N+3.85 X FHEX 1/230N+3.50 X FHEX 1/188N+3.35 X FHEX 1/119N+3.00 X FHEX 1/92N+2.75 X FHEX 1/88N+2.40 X FHEX 1/94N+5.00 Y FHEY 1/577N+4.35 Y FHEY 1/192
N+3.85 Y FHEY 1/187N+3.50 Y FHEY 1/144N+3.35 Y FHEY 1/121N+3.00 Y FHEY 1/97N+2.75 Y FHEY 1/80N+2.40 Y FHEY 1/83N+5.00 Y WP180 1/1349N+4.35 Y WP180 1/458N+3.85 Y WP180 1/375N+3.50 Y WP180 1/364N+3.35 Y WP180 1/316N+3.00 Y WP180 1/283N+2.75 Y WP180 1/228
N+2.40 Y WP180 1/227N+5.00 Y WS180 1/2239N+4.35 Y WS180 1/525N+3.85 Y WS180 1/605N+3.50 Y WS180 1/645N+3.35 Y WS180 1/807N+3.00 Y WS180 1/1401N+2.75 Y WS180 1/3307N+2.40 Y WS180 1/2374N+5.00 X DERX11 1/592
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N+4.35 X DERX11 1/316N+3.85 X DERX11 1/242N+3.50 X DERX11 1/188N+3.35 X DERX11 1/110N+3.00 X DERX11 1/84N+2.75 X DERX11 1/81N+2.40 X DERX11 1/86N+5.00 X DERX12 1/592N+4.35 X DERX12 1/316N+3.85 X DERX12 1/242N+3.50 X DERX12 1/188N+3.35 X DERX12 1/110N+3.00 X DERX12 1/84N+2.75 X DERX12 1/81N+2.40 X DERX12 1/86N+5.00 Y DERY11 1/693N+4.35 Y DERY11 1/188N+3.85 Y DERY11 1/187N+3.50 Y DERY11 1/145N+3.35 Y DERY11 1/130N+3.00 Y DERY11 1/99N+2.75 Y DERY11 1/76N+2.40 Y DERY11 1/78N+5.00 Y DERY12 1/693
N+4.35 Y DERY12 1/188N+3.85 Y DERY12 1/187N+3.50 Y DERY12 1/145N+3.35 Y DERY12 1/130N+3.00 Y DERY12 1/99N+2.75 Y DERY12 1/76N+2.40 Y DERY12 1/78N+5.00 X EQX11 1/720N+4.35 X EQX11 1/383N+3.85 X EQX11 1/295N+3.50 X EQX11 1/228N+3.35 X EQX11 1/133N+3.00 X EQX11 1/102
N+2.75 X EQX11 1/98N+2.40 X EQX11 1/104N+5.00 X EQX12 1/720N+4.35 X EQX12 1/383N+3.85 X EQX12 1/295N+3.50 X EQX12 1/228N+3.35 X EQX12 1/133N+3.00 X EQX12 1/102N+2.75 X EQX12 1/98N+2.40 X EQX12 1/104N+5.00 X EQX21 1/720N+4.35 X EQX21 1/383N+3.85 X EQX21 1/295
N+3.50 X EQX21 1/228N+3.35 X EQX21 1/133N+3.00 X EQX21 1/102N+2.75 X EQX21 1/98N+2.40 X EQX21 1/104N+5.00 X EQX22 1/720N+4.35 X EQX22 1/383N+3.85 X EQX22 1/295N+3.50 X EQX22 1/228N+3.35 X EQX22 1/133
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N+3.00 X EQX22 1/102N+2.75 X EQX22 1/98N+2.40 X EQX22 1/104N+5.00 Y EQY11 1/842N+4.35 Y EQY11 1/229N+3.85 Y EQY11 1/227N+3.50 Y EQY11 1/176N+3.35 Y EQY11 1/158N+3.00 Y EQY11 1/120N+2.75 Y EQY11 1/92N+2.40 Y EQY11 1/95N+5.00 Y EQY12 1/842N+4.35 Y EQY12 1/229N+3.85 Y EQY12 1/227N+3.50 Y EQY12 1/176N+3.35 Y EQY12 1/158N+3.00 Y EQY12 1/120N+2.75 Y EQY12 1/92N+2.40 Y EQY12 1/95N+5.00 Y EQY21 1/842N+4.35 Y EQY21 1/229N+3.85 Y EQY21 1/227N+3.50 Y EQY21 1/176N+3.35 Y EQY21 1/158
N+3.00 Y EQY21 1/120N+2.75 Y EQY21 1/92N+2.40 Y EQY21 1/95N+5.00 Y EQY22 1/842N+4.35 Y EQY22 1/229N+3.85 Y EQY22 1/227N+3.50 Y EQY22 1/176N+3.35 Y EQY22 1/158N+3.00 Y EQY22 1/120N+2.75 Y EQY22 1/92N+2.40 Y EQY22 1/95