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ETABS v9.7.4 File:23-3-2013 Units:KN-m 16:58 2013, 24مارس PAGE 1 S T O R Y D A T A STORY SIMILAR TO HEIGHT ELEVATION ROOF None 3.600 39.400 STORY8 UNDRGRND 3.600 35.800 STORY7 UNDRGRND 3.600 32.200 STORY6 UNDRGRND 3.600 28.600 STORY5 UNDRGRND 3.600 25.000 STORY4 UNDRGRND 3.600 21.400 STORY3 UNDRGRND 3.600 17.800 STORY2 UNDRGRND 3.600 14.200 STORY1 UNDRGRND 3.600 10.600 BASEMENT UNDRGRND 4.000 7.000 UNDRGRND None 3.000 3.000 BASE None 0.000 ETABS v9.7.4 File:23-3-2013 Units:KN-m 16:58 2013, 24مارس 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 DEAD DEAD N/A 1.0000 LIVE LIVE N/A 0.0000 VX QUAKE UBC97 0.0000 VY QUAKE UBC97 0.0000 VX1 QUAKE UBC97 0.0000 VY1 QUAKE UBC97 0.0000 VX2 QUAKE UBC97 0.0000 VY2 QUAKE UBC97 0.0000 ETABS v9.7.4 File:23-3-2013 Units:KN-m 16:58 2013, 24مارس PAGE 3 A U T O S E I S M I C U B C 9 7 Case: VX AUTO SEISMIC INPUT DATA
Direction: X Typical Eccentricity = 5% Eccentricity Overrides: No
Period Calculation: Program Calculated
Ct = 0.02 (in feet units)
Top Story: ROOF Bottom Story: BASE
R = 6.5 I = 1 hn = 39.400 (Building Height)
Soil Profile Type = SD Z = 0.3 Ca = 0.3600 Cv = 0.5400 AUTO SEISMIC CALCULATION FORMULAS
Ta = Ct (hn^(3/4))
If Z >= 0.35 (Zone 4) then: If Tetabs <= 1.30 Ta then T = Tetabs, else T = 1.30 Ta
If Z < 0.35 (Zone 1, 2 or 3) then: If Tetabs <= 1.40 Ta then T = Tetabs, else T = 1.40 Ta
V = (Cv I W) / (R T) (Eqn. 1)
V <= 2.5 Ca I W / R (Eqn. 2)
V >= 0.11 Ca I W (Eqn. 3)
If T <= 0.7 sec, then Ft = 0 If T > 0.7 sec, then Ft = 0.07 T V <= 0.25 V AUTO SEISMIC CALCULATION RESULTS
Ta = 0.7667 sec T Used = 1.0734 sec W Used = 88905.80
V (Eqn 1) = 0.0774W V (Eqn 2) = 0.1385W V (Eqn 3) = 0.0396W V (Eqn 4) = 0.0591W
V Used = 0.0774W = 6880.84
Ft Used = 517.02 AUTO SEISMIC STORY FORCES
ETABS v9.7.4 File:23-3-2013 Units:KN-m 16:58 2013, 24مارس PAGE 4 A U T O S E I S M I C U B C 9 7 Case: VY AUTO SEISMIC INPUT DATA
Direction: Y Typical Eccentricity = 5% Eccentricity Overrides: No
Period Calculation: Program Calculated Ct = 0.02 (in feet units)
Top Story: ROOF Bottom Story: BASE
R = 6.5 I = 1 hn = 39.400 (Building Height)
Soil Profile Type = SD Z = 0.3 Ca = 0.3600 Cv = 0.5400 AUTO SEISMIC CALCULATION FORMULAS
Ta = Ct (hn^(3/4))
If Z >= 0.35 (Zone 4) then: If Tetabs <= 1.30 Ta then T = Tetabs, else T = 1.30 Ta
If Z < 0.35 (Zone 1, 2 or 3) then: If Tetabs <= 1.40 Ta then T = Tetabs, else T = 1.40 Ta
V = (Cv I W) / (R T) (Eqn. 1)
V <= 2.5 Ca I W / R (Eqn. 2)
V >= 0.11 Ca I W (Eqn. 3)
If T <= 0.7 sec, then Ft = 0 If T > 0.7 sec, then Ft = 0.07 T V <= 0.25 V AUTO SEISMIC CALCULATION RESULTS
Ta = 0.7667 sec T Used = 1.0734 sec
W Used = 88905.80
V (Eqn 1) = 0.0774W V (Eqn 2) = 0.1385W V (Eqn 3) = 0.0396W V (Eqn 4) = 0.0591W
V Used = 0.0774W = 6880.84
Ft Used = 517.02 AUTO SEISMIC STORY FORCES
STORY FX FY FZ MX MY MZ
ROOF 0.00 1243.42 0.00 171.166
0.000 0.068 STORY8 0.00 1031.57 0.00 90.858
0.000 0.035 STORY7 0.00 927.84 0.00 81.721
0.000 0.031 STORY6 0.00 824.10 0.00 72.585
0.000 0.028 STORY5 0.00 720.37 0.00 63.448
0.000 0.024 STORY4 0.00 616.64 0.00 54.312
0.000 0.021 STORY3 0.00 512.90 0.00 45.175
0.000 0.017 STORY2 0.00 409.17 0.00 36.039
0.000 0.014 STORY1 0.00 305.44 0.00 26.902
0.000 0.010 BASEMENT 0.00 204.34 0.00 22.284
0.000 0.011 UNDRGRND 0.00 85.06 0.00 4.502
0.000 0.003 ETABS v9.7.4 File:23-3-2013 Units:KN-m 16:58 2013, 24مارس PAGE 5 A U T O S E I S M I C U B C 9 7 Case: VX1 AUTO SEISMIC INPUT DATA
Direction: X + EccY Typical Eccentricity = 5% Eccentricity Overrides: No
Period Calculation: Program Calculated
Ct = 0.02 (in feet units)
Top Story: ROOF Bottom Story: BASE
R = 6.5 I = 1 hn = 39.400 (Building Height)
Soil Profile Type = SD Z = 0.3 Ca = 0.3600 Cv = 0.5400 AUTO SEISMIC CALCULATION FORMULAS
Ta = Ct (hn^(3/4))
If Z >= 0.35 (Zone 4) then: If Tetabs <= 1.30 Ta then T = Tetabs, else T = 1.30 Ta
If Z < 0.35 (Zone 1, 2 or 3) then: If Tetabs <= 1.40 Ta then T = Tetabs, else T = 1.40 Ta
V = (Cv I W) / (R T) (Eqn. 1)
V <= 2.5 Ca I W / R (Eqn. 2)
V >= 0.11 Ca I W (Eqn. 3)
If T <= 0.7 sec, then Ft = 0 If T > 0.7 sec, then Ft = 0.07 T V <= 0.25 V AUTO SEISMIC CALCULATION RESULTS
Ta = 0.7667 sec T Used = 1.0734 sec W Used = 88905.80
V (Eqn 1) = 0.0774W V (Eqn 2) = 0.1385W V (Eqn 3) = 0.0396W V (Eqn 4) = 0.0591W
V Used = 0.0774W = 6880.84
Ft Used = 517.02 AUTO SEISMIC STORY FORCES
STORY FX FY FZ MX
MY MZ
ROOF 1243.42 0.00 0.00 0.000 -171.166 -782.915
STORY8 1031.57 0.00 0.00 0.000 -90.858 -681.625
STORY7 927.84 0.00 0.00 0.000 -81.721 -613.082
STORY6 824.10 0.00 0.00 0.000 -72.585 -544.539
STORY5 720.37 0.00 0.00 0.000 -63.448 -475.995
STORY4 616.64 0.00 0.00 0.000 -54.312 -407.452
STORY3 512.90 0.00 0.00 0.000 -45.175 -338.909
STORY2 409.17 0.00 0.00 0.000 -36.039 -270.365
STORY1 305.44 0.00 0.00 0.000 -26.902 -201.822
BASEMENT 204.34 0.00 0.00 0.000 -22.284 -133.030
UNDRGRND 85.06 0.00 0.00 0.000 -4.502 -58.631
ETABS v9.7.4 File:23-3-2013 Units:KN-m 16:58 2013, 24مارس PAGE 6 A U T O S E I S M I C U B C 9 7 Case: VY1 AUTO SEISMIC INPUT DATA
Direction: Y + EccX Typical Eccentricity = 5% Eccentricity Overrides: No
Period Calculation: Program Calculated Ct = 0.02 (in feet units)
Top Story: ROOF Bottom Story: BASE
R = 6.5 I = 1 hn = 39.400 (Building Height)
Soil Profile Type = SD Z = 0.3 Ca = 0.3600 Cv = 0.5400
AUTO SEISMIC CALCULATION FORMULAS
Ta = Ct (hn^(3/4))
If Z >= 0.35 (Zone 4) then: If Tetabs <= 1.30 Ta then T = Tetabs, else T = 1.30 Ta
If Z < 0.35 (Zone 1, 2 or 3) then: If Tetabs <= 1.40 Ta then T = Tetabs, else T = 1.40 Ta
V = (Cv I W) / (R T) (Eqn. 1)
V <= 2.5 Ca I W / R (Eqn. 2)
V >= 0.11 Ca I W (Eqn. 3)
If T <= 0.7 sec, then Ft = 0 If T > 0.7 sec, then Ft = 0.07 T V <= 0.25 V AUTO SEISMIC CALCULATION RESULTS
Ta = 0.7667 sec T Used = 1.0734 sec W Used = 88905.80
V (Eqn 1) = 0.0774W V (Eqn 2) = 0.1385W V (Eqn 3) = 0.0396W V (Eqn 4) = 0.0591W
V Used = 0.0774W = 6880.84
Ft Used = 517.02 AUTO SEISMIC STORY FORCES
STORY FX FY FZ MX MY MZ
ROOF 0.00 1243.42 0.00 171.166
0.000 1648.027 STORY8 0.00 1031.57 0.00 90.858
0.000 1405.641 STORY7 0.00 927.84 0.00 81.721
0.000 1264.292 STORY6 0.00 824.10 0.00 72.585
0.000 1122.942 STORY5 0.00 720.37 0.00 63.448
0.000 981.593 STORY4 0.00 616.64 0.00 54.312
0.000 840.244 STORY3 0.00 512.90 0.00 45.175
0.000 698.894 STORY2 0.00 409.17 0.00 36.039
0.000 557.545 STORY1 0.00 305.44 0.00 26.902
0.000 416.195 BASEMENT 0.00 204.34 0.00 22.284
0.000 276.722 UNDRGRND 0.00 85.06 0.00 4.502
0.000 117.663 ETABS v9.7.4 File:23-3-2013 Units:KN-m 16:58 2013, 24مارس PAGE 7 A U T O S E I S M I C U B C 9 7 Case: VX2 AUTO SEISMIC INPUT DATA
Direction: X - EccY Typical Eccentricity = 5% Eccentricity Overrides: No
Period Calculation: Program Calculated Ct = 0.02 (in feet units)
Top Story: ROOF Bottom Story: BASE
R = 6.5 I = 1 hn = 39.400 (Building Height)
Soil Profile Type = SD Z = 0.3 Ca = 0.3600 Cv = 0.5400 AUTO SEISMIC CALCULATION FORMULAS
Ta = Ct (hn^(3/4))
If Z >= 0.35 (Zone 4) then: If Tetabs <= 1.30 Ta then T = Tetabs, else T = 1.30 Ta
If Z < 0.35 (Zone 1, 2 or 3) then: If Tetabs <= 1.40 Ta then T = Tetabs, else T = 1.40 Ta
V = (Cv I W) / (R T) (Eqn. 1)
V <= 2.5 Ca I W / R (Eqn. 2)
V >= 0.11 Ca I W (Eqn. 3)
If T <= 0.7 sec, then Ft = 0 If T > 0.7 sec, then Ft = 0.07 T V <= 0.25 V AUTO SEISMIC CALCULATION RESULTS
Ta = 0.7667 sec T Used = 1.0734 sec W Used = 88905.80
V (Eqn 1) = 0.0774W V (Eqn 2) = 0.1385W V (Eqn 3) = 0.0396W V (Eqn 4) = 0.0591W
V Used = 0.0774W = 6880.84
Ft Used = 517.02 AUTO SEISMIC STORY FORCES
STORY FX FY FZ MX MY MZ
ROOF 1243.42 0.00 0.00 0.000 -
171.166 921.870 STORY8 1031.57 0.00 0.00 0.000 -
90.858 772.450 STORY7 927.84 0.00 0.00 0.000 -
81.721 694.774 STORY6 824.10 0.00 0.00 0.000 -
72.585 617.097 STORY5 720.37 0.00 0.00 0.000 -
63.448 539.421 STORY4 616.64 0.00 0.00 0.000 -
54.312 461.744 STORY3 512.90 0.00 0.00 0.000 -
45.175 384.067 STORY2 409.17 0.00 0.00 0.000 -
36.039 306.391 STORY1 305.44 0.00 0.00 0.000 -
26.902 228.714 BASEMENT 204.34 0.00 0.00 0.000 -
22.284 153.223 UNDRGRND 85.06 0.00 0.00 0.000 -
4.502 63.086 ETABS v9.7.4 File:23-3-2013 Units:KN-m 16:58 2013, 24مارس PAGE 8 A U T O S E I S M I C U B C 9 7 Case: VY2
AUTO SEISMIC INPUT DATA
Direction: Y - EccX Typical Eccentricity = 5% Eccentricity Overrides: No
Period Calculation: Program Calculated Ct = 0.02 (in feet units)
Top Story: ROOF Bottom Story: BASE
R = 6.5 I = 1 hn = 39.400 (Building Height)
Soil Profile Type = SD Z = 0.3 Ca = 0.3600 Cv = 0.5400 AUTO SEISMIC CALCULATION FORMULAS
Ta = Ct (hn^(3/4))
If Z >= 0.35 (Zone 4) then: If Tetabs <= 1.30 Ta then T = Tetabs, else T = 1.30 Ta
If Z < 0.35 (Zone 1, 2 or 3) then: If Tetabs <= 1.40 Ta then T = Tetabs, else T = 1.40 Ta
V = (Cv I W) / (R T) (Eqn. 1)
V <= 2.5 Ca I W / R (Eqn. 2)
V >= 0.11 Ca I W (Eqn. 3)
If T <= 0.7 sec, then Ft = 0 If T > 0.7 sec, then Ft = 0.07 T V <= 0.25 V AUTO SEISMIC CALCULATION RESULTS
Ta = 0.7667 sec T Used = 1.0734 sec W Used = 88905.80
V (Eqn 1) = 0.0774W V (Eqn 2) = 0.1385W V (Eqn 3) = 0.0396W V (Eqn 4) = 0.0591W
V Used = 0.0774W = 6880.84
Ft Used = 517.02 AUTO SEISMIC STORY FORCES
STORY FX FY FZ MX MY MZ
ROOF 0.00 1243.42 0.00 171.166
0.000 -1647.891 STORY8 0.00 1031.57 0.00 90.858
0.000 -1405.572 STORY7 0.00 927.84 0.00 81.721
0.000 -1264.229 STORY6 0.00 824.10 0.00 72.585
0.000 -1122.887 STORY5 0.00 720.37 0.00 63.448
0.000 -981.545 STORY4 0.00 616.64 0.00 54.312
0.000 -840.202 STORY3 0.00 512.90 0.00 45.175
0.000 -698.860 STORY2 0.00 409.17 0.00 36.039
0.000 -557.517 STORY1 0.00 305.44 0.00 26.902
0.000 -416.175 BASEMENT 0.00 204.34 0.00 22.284
0.000 -276.700 UNDRGRND 0.00 85.06 0.00 4.502
0.000 -117.657 ETABS v9.7.4 File:23-3-2013 Units:KN-m 16:58 2013, 24مارس 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 v9.7.4 File:23-3-2013 Units:KN-m 16:58 2013, 24مارس 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 ROOF DRF 4.984E+02 4.984E+02 5.843E+04
14.500 7.596 STORY8 D8 8.009E+02 8.009E+02 9.469E+04
14.500 7.694 STORY7 D7 8.009E+02 8.009E+02 9.469E+04
14.500 7.694 STORY6 D6 8.009E+02 8.009E+02 9.469E+04
14.500 7.694 STORY5 D5 8.009E+02 8.009E+02 9.469E+04
14.500 7.694 STORY4 D4 8.009E+02 8.009E+02 9.469E+04
14.500 7.694 STORY3 D3 8.009E+02 8.009E+02 9.469E+04
14.500 7.694 STORY2 D2 8.009E+02 8.009E+02 9.469E+04
14.500 7.694 STORY1 D1 8.009E+02 8.009E+02 9.469E+04
14.500 7.694 BASEMENT DBM 8.064E+02 8.064E+02 9.547E+04
14.500 7.694 UNDRGRND DUG 8.001E+02 8.001E+02 9.432E+04
14.500 7.690 ETABS v9.7.4 File:23-3-2013 Units:KN-m 16:58 2013, 24مارس 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 ROOF 5.453E+02 5.453E+02 0.000E+00 0.000E+00
0.000E+00 5.843E+04 STORY8 8.523E+02 8.523E+02 0.000E+00 0.000E+00
0.000E+00 9.469E+04 STORY7 8.523E+02 8.523E+02 0.000E+00 0.000E+00
0.000E+00 9.469E+04 STORY6 8.523E+02 8.523E+02 0.000E+00 0.000E+00
0.000E+00 9.469E+04 STORY5 8.523E+02 8.523E+02 0.000E+00 0.000E+00
0.000E+00 9.469E+04 STORY4 8.523E+02 8.523E+02 0.000E+00 0.000E+00
0.000E+00 9.469E+04 STORY3 8.523E+02 8.523E+02 0.000E+00 0.000E+00
0.000E+00 9.469E+04 STORY2 8.523E+02 8.523E+02 0.000E+00 0.000E+00
0.000E+00 9.469E+04 STORY1 8.523E+02 8.523E+02 0.000E+00 0.000E+00
0.000E+00 9.469E+04
BASEMENT 8.634E+02 8.634E+02 0.000E+00 0.000E+00 0.000E+00 9.547E+04
UNDRGRND 8.387E+02 8.387E+02 0.000E+00 0.000E+00 0.000E+00 9.432E+04
BASE 4.844E+01 4.844E+01 0.000E+00 0.000E+00 0.000E+00 0.000E+00
Totals 9.114E+03 9.114E+03 0.000E+00 0.000E+00 0.000E+00 1.006E+06
ETABS v9.7.4 File:23-3-2013 Units:KN-m 16:58 2013, 24مارس 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 ROOF DRF 4.984E+02 14.500 7.596
14.501 7.318 STORY8 D8 8.009E+02 14.500 7.694
14.502 7.169 STORY7 D7 8.009E+02 14.500 7.694
14.502 7.003 STORY6 D6 8.009E+02 14.500 7.694
14.503 6.852 STORY5 D5 8.009E+02 14.500 7.694
14.504 6.711 STORY4 D4 8.009E+02 14.500 7.694
14.504 6.577 STORY3 D3 8.009E+02 14.500 7.694
14.505 6.451 STORY2 D2 8.009E+02 14.500 7.694
14.506 6.344 STORY1 D1 8.009E+02 14.500 7.694
14.506 6.284 BASEMENT DBM 8.064E+02 14.500 7.694
14.506 6.340 UNDRGRND DUG 8.001E+02 14.500 7.690
14.504 6.660 ETABS v9.7.4 File:23-3-2013 Units:KN-m 16:58 2013, 24مارس 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 1.94998 0.51282
3.22217 Mode 2 1.70919 0.58507
3.67613 Mode 3 1.60532 0.62293
3.91398 Mode 4 0.55513 1.80139
11.31848 Mode 5 0.49281 2.02917
12.74967 Mode 6 0.37658 2.65551
16.68505 Mode 7 0.29569 3.38195
21.24939 Mode 8 0.22742 4.39716
27.62815 Mode 9 0.18895 5.29253
33.25397 Mode 10 0.15973 6.26070
39.33716 Mode 11 0.13563 7.37276
46.32441 Mode 12 0.13290 7.52473
47.27929 Mode 13 0.10048 9.95215
62.53120 Mode 14 0.09349 10.69667
67.20915 Mode 15 0.09225 10.84063
68.11367 Mode 16 0.07999 12.50201
78.55245 Mode 17 0.07110 14.06526
88.37463 Mode 18 0.06669 14.99424
94.21159 Mode 19 0.06288 15.90416
99.92878 Mode 20 0.05785 17.28473
108.60317 Mode 21 0.05620 17.79218
111.79159 Mode 22 0.04959 20.16418
126.69529 Mode 23 0.04765 20.98547
131.85560 Mode 24 0.04409 22.67837
142.49242 Mode 25 0.03974 25.16192
158.09701 Mode 26 0.03890 25.70900
161.53440 Mode 27 0.03342 29.92574
188.02897 Mode 28 0.03256 30.71337
192.97782 Mode 29 0.02935 34.07066
214.07226 Mode 30 0.02628 38.05823
239.12691 Mode 31 0.01674 59.75153
375.42993 Mode 32 0.00729 137.12578
861.58666 Mode 33 0.00450 222.11798
1395.60846 ETABS v9.7.4 File:23-3-2013 Units:KN-m 16:58 2013, 24مارس 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 <SUM> %MASS <SUM> %MASS <SUM> %MASS
<SUM> %MASS <SUM> %MASS <SUM< Mode 1 67.83 < 68> 0.00 < 0> 0.00 < 0> 0.00 <
0> 94.31 < 94> 4.15 < 4< Mode 2 3.31 < 71> 0.00 < 0> 0.00 < 0> 0.00 <
0> 5.06 < 99> 73.76 < 78< Mode 3 0.00 < 71> 68.30 < 68> 0.00 < 0> 98.77 <
99> 0.00 < 99> 0.00 < 78< Mode 4 4.46 < 76> 0.00 < 68> 0.00 < 0> 0.00 <
99> 0.04 < 99> 6.37 < 84< Mode 5 10.09 < 86> 0.00 < 68> 0.00 < 0> 0.00 <
99> 0.25 <100> 3.91 < 88< Mode 6 0.00 < 86> 16.66 < 85> 0.00 < 0> 0.88
<100> 0.00 <100> 0.00 < 88< Mode 7 0.64 < 86> 0.00 < 85> 0.00 < 0> 0.00
<100> 0.04 <100> 3.45 < 92< Mode 8 5.11 < 91> 0.00 < 85> 0.00 < 0> 0.00
<100> 0.24 <100> 0.67 < 92< Mode 9 0.30 < 92> 0.00 < 85> 0.00 < 0> 0.00
<100> 0.00 <100> 1.95 < 94< Mode 10 0.00 < 92> 6.28 < 91> 0.00 < 0> 0.27
<100> 0.00 <100> 0.00 < 94< Mode 11 2.14 < 94> 0.00 < 91> 0.00 < 0> 0.00
<100> 0.02 <100> 0.61 < 95< Mode 12 0.64 < 95> 0.00 < 91> 0.00 < 0> 0.00
<100> 0.01 <100> 0.96 < 96< Mode 13 0.04 < 95> 0.00 < 91> 0.00 < 0> 0.00
<100> 0.00 <100> 1.10 < 97< Mode 14 1.64 < 96> 0.00 < 91> 0.00 < 0> 0.00
<100> 0.02 <100> 0.06 < 97< Mode 15 0.00 < 96> 3.16 < 94> 0.00 < 0> 0.04
<100> 0.00 <100> 0.00 < 97< Mode 16 0.04 < 96> 0.00 < 94> 0.00 < 0> 0.00
<100> 0.00 <100> 0.97 < 98<
Mode 17 1.17 < 97> 0.00 < 94> 0.00 < 0> 0.00 <100> 0.00 <100> 0.05 < 98<
Mode 18 0.03 < 97> 0.00 < 94> 0.00 < 0> 0.00 <100> 0.00 <100> 0.88 < 99<
Mode 19 0.00 < 97> 1.88 < 96> 0.00 < 0> 0.02 <100> 0.00 <100> 0.00 < 99<
Mode 20 1.01 < 98> 0.00 < 96> 0.00 < 0> 0.00 <100> 0.00 <100> 0.00 < 99<
Mode 21 0.00 < 98> 0.00 < 96> 0.00 < 0> 0.00 <100> 0.00 <100> 0.78 <100<
Mode 22 0.79 < 99> 0.00 < 96> 0.00 < 0> 0.00 <100> 0.00 <100> 0.00 <100<
Mode 23 0.00 < 99> 1.31 < 98> 0.00 < 0> 0.01 <100> 0.00 <100> 0.00 <100<
Mode 24 0.46 <100> 0.00 < 98> 0.00 < 0> 0.00 <100> 0.00 <100> 0.05 <100<
Mode 25 0.20 <100> 0.00 < 98> 0.00 < 0> 0.00 <100> 0.00 <100> 0.00 <100<
Mode 26 0.00 <100> 1.01 < 99> 0.00 < 0> 0.00 <100> 0.00 <100> 0.00 <100<
Mode 27 0.00 <100> 0.77 < 99> 0.00 < 0> 0.00 <100> 0.00 <100> 0.00 <100<
Mode 28 0.00 <100> 0.00 < 99> 0.00 < 0> 0.00 <100> 0.00 <100> 0.06 <100<
Mode 29 0.00 <100> 0.44 <100> 0.00 < 0> 0.00 <100> 0.00 <100> 0.00 <100<
Mode 30 0.00 <100> 0.06 <100> 0.00 < 0> 0.00 <100> 0.00 <100> 0.00 <100<
Mode 31 0.01 <100> 0.00 <100> 0.00 < 0> 0.00 <100> 0.00 <100> 0.01 <100<
Mode 32 0.07 <100> 0.00 <100> 0.00 < 0> 0.00 <100> 0.00 <100> 0.00 <100<
Mode 33 0.00 <100> 0.09 <100> 0.00 < 0> 0.00 <100> 0.00 <100> 0.00 <100<
ETABS v9.7.4 File:23-3-2013 Units:KN-m 16:58 2013, 24مارس 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 0.4401 0.0000 Load LIVE 0.5655 0.0000 Load VX 99.9999 99.6903 Load VY 99.9999 99.6306 Load VX1 100.0000 99.6932 Load VY1 99.9999 99.6275 Load VX2 99.9999 99.6846 Load VY2 99.9999 99.6255 Accel UX 100.0000 99.9746 Accel UY 100.0000 99.9734 Accel UZ 0.0000 0.0000
Accel RX 100.0000 100.0000 Accel RY 100.0000 100.0000 Accel RZ 94.6808 99.7968 ETABS v9.7.4 File:23-3-2013 Units:KN-m 16:58 2013, 24مارس PAGE 16 TOTAL REACTIVE FORCES (RECOVERED LOADS) AT ORIGIN LOAD FX FY FZ MX
MY MZ DEAD -1.034E-09 1.822E-07 9.047E+04 6.915E+05 -
1.312E+06 2.732E-06 LIVE -3.346E-10 4.686E-08 1.948E+04 1.468E+05 -
2.825E+05 7.033E-07 VX -6.881E+03 -8.864E-09 -2.185E-08 1.854E-08 -
1.898E+05 5.250E+04 VY 1.212E-08 -6.881E+03 -5.396E-09 1.898E+05
4.571E-07 -9.977E+04 VX1 -6.881E+03 -2.121E-08 -2.184E-08 3.284E-07 -
1.898E+05 5.733E+04 VY1 -8.064E-08 -6.881E+03 -5.420E-09 1.898E+05 -
2.344E-06 -1.091E+05 VX2 -6.881E+03 3.486E-09 -2.186E-08 -2.914E-07 -
1.898E+05 4.768E+04 VY2 1.049E-07 -6.881E+03 -5.359E-09 1.898E+05
3.258E-06 -9.044E+04 ETABS v9.7.4 File:23-3-2013 Units:KN-m 16:58 2013, 24مارس PAGE 17 S T O R Y F O R C E S STORY LOAD P VX VY
T MX MY ROOF VX -2.120E-09 -1.243E+03 -1.183E-09
9.375E+03 1.944E-11 -4.305E+03 STORY8 VX -2.854E-09 -2.275E+03 4.294E-09
1.727E+04 -2.161E-09 -1.240E+04 STORY7 VX -5.038E-09 -3.203E+03 4.978E-09
2.437E+04 -1.975E-08 -2.385E+04 STORY6 VX -9.127E-09 -4.027E+03 5.402E-09
3.067E+04 -5.898E-08 -3.828E+04 STORY5 VX -1.087E-08 -4.747E+03 2.826E-09
3.618E+04 -8.404E-08 -5.530E+04 STORY4 VX -1.380E-08 -5.364E+03 -1.352E-09
4.090E+04 -9.082E-08 -7.456E+04 STORY3 VX -1.578E-08 -5.877E+03 -9.420E-09
4.482E+04 -8.069E-08 -9.567E+04 STORY2 VX -1.873E-08 -6.286E+03 -9.689E-09
4.795E+04 -5.838E-08 -1.183E+05
STORY1 VX -1.916E-08 -6.591E+03 -9.409E-09 5.029E+04 -2.376E-08 -1.420E+05
BASEMENT VX -2.097E-08 -6.796E+03 -8.907E-09 5.185E+04 -1.687E-09 -1.691E+05
UNDRGRND VX -2.185E-08 -6.881E+03 -8.864E-09 5.250E+04 1.854E-08 -1.898E+05
ROOF VY 4.590E-10 2.739E-09 -1.243E+03 -1.803E+04 4.305E+03 1.093E-09
STORY8 VY 2.608E-09 5.397E-09 -2.275E+03 -3.299E+04 1.240E+04 -6.299E-09
STORY7 VY 6.805E-10 6.801E-09 -3.203E+03 -4.644E+04 2.385E+04 4.636E-08
STORY6 VY 7.046E-10 8.751E-09 -4.027E+03 -5.839E+04 3.828E+04 7.775E-08
STORY5 VY -1.997E-09 1.065E-08 -4.747E+03 -6.884E+04 5.530E+04 1.525E-07
STORY4 VY -3.542E-09 1.163E-08 -5.364E+03 -7.778E+04 7.456E+04 2.198E-07
STORY3 VY -4.282E-09 1.135E-08 -5.877E+03 -8.521E+04 9.567E+04 2.694E-07
STORY2 VY -5.371E-09 1.195E-08 -6.286E+03 -9.115E+04 1.183E+05 3.299E-07
STORY1 VY -5.277E-09 1.193E-08 -6.591E+03 -9.558E+04 1.420E+05 3.687E-07
BASEMENT VY -5.261E-09 1.212E-08 -6.796E+03 -9.854E+04 1.691E+05 4.181E-07
UNDRGRND VY -5.396E-09 1.212E-08 -6.881E+03 -9.977E+04 1.898E+05 4.571E-07
ROOF VX1 -1.741E-09 -1.243E+03 -5.851E-09 1.023E+04 2.497E-08 -4.305E+03
STORY8 VX1 -3.162E-09 -2.275E+03 4.957E-09 1.885E+04 3.573E-08 -1.240E+04
STORY7 VX1 -5.524E-09 -3.203E+03 5.638E-09 2.660E+04 2.844E-08 -2.385E+04
STORY6 VX1 -9.038E-09 -4.027E+03 5.680E-09 3.348E+04 -1.549E-09 -3.828E+04
STORY5 VX1 -1.049E-08 -4.747E+03 2.120E-10 3.950E+04 -1.860E-08 -5.530E+04
STORY4 VX1 -1.370E-08 -5.364E+03 -7.416E-09 4.465E+04 2.731E-10 -7.456E+04
STORY3 VX1 -1.565E-08 -5.877E+03 -2.161E-08 4.894E+04 4.668E-08 -9.567E+04
STORY2 VX1 -1.873E-08 -6.286E+03 -2.229E-08 5.236E+04 1.177E-07 -1.183E+05
STORY1 VX1 -1.923E-08 -6.591E+03 -2.216E-08 5.491E+04 1.993E-07 -1.420E+05
BASEMENT VX1 -2.102E-08 -6.796E+03 -2.129E-08 5.662E+04 2.706E-07 -1.691E+05
UNDRGRND VX1 -2.184E-08 -6.881E+03 -2.121E-08 5.733E+04 3.284E-07 -1.898E+05
ROOF VY1 1.315E-09 -1.020E-08 -1.243E+03 -1.968E+04 4.305E+03 -6.175E-08
STORY8 VY1 2.818E-09 -2.943E-08 -2.275E+03 -3.604E+04 1.240E+04 -1.868E-07
STORY7 VY1 8.490E-10 -3.699E-08 -3.203E+03 -5.076E+04 2.385E+04 -2.951E-07
STORY6 VY1 5.284E-11 -5.044E-08 -4.027E+03 -6.383E+04 3.828E+04 -4.714E-07
STORY5 VY1 -2.007E-09 -6.781E-08 -4.747E+03 -7.526E+04 5.530E+04 -6.870E-07
STORY4 VY1 -3.783E-09 -7.913E-08 -5.364E+03 -8.504E+04 7.456E+04 -9.430E-07
STORY3 VY1 -4.562E-09 -7.607E-08 -5.877E+03 -9.318E+04 9.567E+04 -1.210E-06
STORY2 VY1 -5.347E-09 -8.242E-08 -6.286E+03 -9.967E+04 1.183E+05 -1.496E-06
STORY1 VY1 -5.073E-09 -7.849E-08 -6.591E+03 -1.045E+05 1.420E+05 -1.786E-06
BASEMENT VY1 -5.191E-09 -8.057E-08 -6.796E+03 -1.078E+05 1.691E+05 -2.106E-06
UNDRGRND VY1 -5.420E-09 -8.064E-08 -6.881E+03 -1.091E+05 1.898E+05 -2.344E-06
ROOF VX2 -1.490E-09 -1.243E+03 3.322E-09 8.523E+03 -1.849E-08 -4.305E+03
STORY8 VX2 -3.337E-09 -2.275E+03 3.521E-09 1.569E+04 -4.486E-08 -1.240E+04
STORY7 VX2 -5.300E-09 -3.203E+03 4.288E-09 2.213E+04 -7.310E-08 -2.385E+04
STORY6 VX2 -9.405E-09 -4.027E+03 5.147E-09 2.786E+04 -1.178E-07 -3.828E+04
STORY5 VX2 -1.086E-08 -4.747E+03 5.284E-09 3.286E+04 -1.465E-07 -5.530E+04
STORY4 VX2 -1.371E-08 -5.364E+03 4.745E-09 3.714E+04 -1.808E-07 -7.456E+04
STORY3 VX2 -1.585E-08 -5.877E+03 2.720E-09 4.070E+04 -2.076E-07 -9.567E+04
STORY2 VX2 -1.864E-08 -6.286E+03 2.930E-09 4.355E+04 -2.338E-07 -1.183E+05
STORY1 VX2 -1.931E-08 -6.591E+03 3.311E-09 4.567E+04 -2.482E-07 -1.420E+05
BASEMENT VX2 -2.108E-08 -6.796E+03 3.468E-09 4.709E+04 -2.751E-07 -1.691E+05
UNDRGRND VX2 -2.186E-08 -6.881E+03 3.486E-09 4.768E+04 -2.914E-07 -1.898E+05
ROOF VY2 8.851E-10 1.548E-08 -1.243E+03 -1.638E+04 4.305E+03 4.612E-08
STORY8 VY2 3.447E-09 4.025E-08 -2.275E+03 -2.993E+04 1.240E+04 1.558E-07
STORY7 VY2 1.145E-09 5.063E-08 -3.203E+03 -4.212E+04 2.385E+04 3.772E-07
STORY6 VY2 4.195E-10 6.791E-08 -4.027E+03 -5.295E+04 3.828E+04 6.389E-07
STORY5 VY2 -1.924E-09 8.919E-08 -4.747E+03 -6.241E+04 5.530E+04 9.903E-07
STORY4 VY2 -3.503E-09 1.023E-07 -5.364E+03 -7.051E+04 7.456E+04 1.385E-06
STORY3 VY2 -4.291E-09 9.874E-08 -5.877E+03 -7.725E+04 9.567E+04 1.752E-06
STORY2 VY2 -5.422E-09 1.063E-07 -6.286E+03 -8.263E+04 1.183E+05 2.155E-06
STORY1 VY2 -5.301E-09 1.024E-07 -6.591E+03 -8.664E+04 1.420E+05 2.521E-06
BASEMENT VY2 -5.160E-09 1.048E-07 -6.796E+03 -8.933E+04 1.691E+05 2.940E-06
UNDRGRND VY2 -5.359E-09 1.049E-07 -6.881E+03 -9.044E+04 1.898E+05 3.258E-06
ETABS v9.7.4 File:23-3-2013 Units:KN-m 16:58 2013, 24مارس PAGE 18 STORY DRIFTS STORY DIRECTION LOAD MAX DRIFT ROOF X VX 1/293 STORY8 X VX 1/266 STORY7 X VX 1/246 STORY6 X VX 1/231 STORY5 X VX 1/222 STORY4 X VX 1/214 STORY3 X VX 1/215 STORY2 X VX 1/227 STORY1 X VX 1/259 BASEMENT X VX 1/348 UNDRGRND X VX 1/826 ROOF Y VY 1/338 STORY8 Y VY 1/324 STORY7 Y VY 1/314 STORY6 Y VY 1/307 STORY5 Y VY 1/306 STORY4 Y VY 1/311 STORY3 Y VY 1/328 STORY2 Y VY 1/364 STORY1 Y VY 1/441 BASEMENT Y VY 1/646 UNDRGRND Y VY 1/1623 ROOF X VX1 1/296 STORY8 X VX1 1/268 STORY7 X VX1 1/249 STORY6 X VX1 1/230 STORY5 X VX1 1/215 STORY4 X VX1 1/207 STORY3 X VX1 1/207 STORY2 X VX1 1/218 STORY1 X VX1 1/247 BASEMENT X VX1 1/330 UNDRGRND X VX1 1/777 ROOF Y VY1 1/322 STORY8 Y VY1 1/302 STORY7 Y VY1 1/286 STORY6 Y VY1 1/273 STORY5 Y VY1 1/266
STORY4 Y VY1 1/265 STORY3 Y VY1 1/274 STORY2 Y VY1 1/298 STORY1 Y VY1 1/348 BASEMENT Y VY1 1/483 UNDRGRND Y VY1 1/1155 ROOF X VX2 1/288 STORY8 X VX2 1/264 STORY7 X VX2 1/244 STORY6 X VX2 1/229 STORY5 X VX2 1/221 STORY4 X VX2 1/217 STORY3 X VX2 1/223 STORY2 X VX2 1/237 STORY1 X VX2 1/271 BASEMENT X VX2 1/369 UNDRGRND X VX2 1/880 ROOF Y VY2 1/323 STORY8 Y VY2 1/303 STORY7 Y VY2 1/286 STORY6 Y VY2 1/273 STORY5 Y VY2 1/266 STORY4 Y VY2 1/265 STORY3 Y VY2 1/274 STORY2 Y VY2 1/297 STORY1 Y VY2 1/348 BASEMENT Y VY2 1/482 UNDRGRND Y VY2 1/1154 ETABS v9.7.4 File:23-3-2013 Units:KN-m 16:58 2013, 24مارس PAGE 19 DISPLACEMENTS AT DIAPHRAGM CENTER OF MASS STORY DIAPHRAGM LOAD UX UY RZ ROOF DRF VX 0.1449 0.0001 -
0.00040 STORY8 D8 VX 0.1332 0.0001 -
0.00046 STORY7 D7 VX 0.1202 0.0001 -
0.00050 STORY6 D6 VX 0.1061 0.0001 -
0.00052 STORY5 D5 VX 0.0909 0.0001 -
0.00052 STORY4 D4 VX 0.0749 0.0001 -
0.00049 STORY3 D3 VX 0.0584 0.0000 -
0.00044 STORY2 D2 VX 0.0422 0.0000 -
0.00037 STORY1 D1 VX 0.0270 0.0000 -
0.00027 BASEMENT DBM VX 0.0139 0.0000 -
0.00016 UNDRGRND DUG VX 0.0033 0.0000 -
0.00004 ROOF DRF VY 0.0001 0.1047
0.00000 STORY8 D8 VY 0.0001 0.0942
0.00000 STORY7 D7 VY 0.0001 0.0833
0.00000 STORY6 D6 VY 0.0001 0.0720
0.00000 STORY5 D5 VY 0.0001 0.0604
0.00000 STORY4 D4 VY 0.0001 0.0486
0.00000 STORY3 D3 VY 0.0001 0.0370
0.00000 STORY2 D2 VY 0.0000 0.0261
0.00000 STORY1 D1 VY 0.0000 0.0162
0.00000 BASEMENT DBM VY 0.0000 0.0080
0.00000 UNDRGRND DUG VY 0.0000 0.0018
0.00000 ROOF DRF VX1 0.1452 0.0001 -
0.00103 STORY8 D8 VX1 0.1336 0.0001 -
0.00107 STORY7 D7 VX1 0.1206 0.0001 -
0.00108 STORY6 D6 VX1 0.1065 0.0001 -
0.00105 STORY5 D5 VX1 0.0913 0.0001 -
0.00099 STORY4 D4 VX1 0.0752 0.0001 -
0.00090 STORY3 D3 VX1 0.0588 0.0001 -
0.00078 STORY2 D2 VX1 0.0425 0.0000 -
0.00063 STORY1 D1 VX1 0.0272 0.0000 -
0.00045 BASEMENT DBM VX1 0.0140 0.0000 -
0.00026 UNDRGRND DUG VX1 0.0034 0.0000 -
0.00007 ROOF DRF VY1 -0.0004 0.1047
0.00122 STORY8 D8 VY1 -0.0006 0.0942
0.00117 STORY7 D7 VY1 -0.0007 0.0833
0.00110 STORY6 D6 VY1 -0.0007 0.0720
0.00102 STORY5 D5 VY1 -0.0007 0.0604
0.00091 STORY4 D4 VY1 -0.0007 0.0486
0.00079 STORY3 D3 VY1 -0.0006 0.0370
0.00065 STORY2 D2 VY1 -0.0005 0.0261
0.00050 STORY1 D1 VY1 -0.0004 0.0162
0.00035 BASEMENT DBM VY1 -0.0002 0.0080
0.00020 UNDRGRND DUG VY1 -0.0001 0.0018
0.00005 ROOF DRF VX2 0.1447 0.0001
0.00024 STORY8 D8 VX2 0.1328 0.0001
0.00015 STORY7 D7 VX2 0.1198 0.0001
0.00007 STORY6 D6 VX2 0.1057 0.0001
0.00000 STORY5 D5 VX2 0.0905 0.0001 -
0.00005 STORY4 D4 VX2 0.0745 0.0001 -
0.00009 STORY3 D3 VX2 0.0581 0.0000 -
0.00011 STORY2 D2 VX2 0.0419 0.0000 -
0.00011 STORY1 D1 VX2 0.0268 0.0000 -
0.00009 BASEMENT DBM VX2 0.0138 0.0000 -
0.00006 UNDRGRND DUG VX2 0.0033 0.0000 -
0.00001 ROOF DRF VY2 0.0006 0.1047 -
0.00123 STORY8 D8 VY2 0.0008 0.0942 -
0.00118 STORY7 D7 VY2 0.0008 0.0833 -
0.00111 STORY6 D6 VY2 0.0009 0.0720 -
0.00102 STORY5 D5 VY2 0.0008 0.0604 -
0.00091 STORY4 D4 VY2 0.0008 0.0486 -
0.00079 STORY3 D3 VY2 0.0007 0.0370 -
0.00065 STORY2 D2 VY2 0.0006 0.0261 -
0.00050 STORY1 D1 VY2 0.0004 0.0162 -
0.00035 BASEMENT DBM VY2 0.0002 0.0080 -
0.00020 UNDRGRND DUG VY2 0.0001 0.0018 -
0.00005 ETABS v9.7.4 File:23-3-2013 Units:KN-m 16:58 2013, 24مارس PAGE 20 STORY MAXIMUM AND AVERAGE LATERAL DISPLACEMENTS STORY LOAD DIR MAXIMUM AVERAGE RATIO ROOF VX X 0.1479 0.1449 1.020 STORY8 VX X 0.1366 0.1331 1.026 STORY7 VX X 0.1239 0.1201 1.031 STORY6 VX X 0.1099 0.1060 1.037 STORY5 VX X 0.0947 0.0908 1.043 STORY4 VX X 0.0785 0.0748 1.049 STORY3 VX X 0.0617 0.0583 1.057 STORY2 VX X 0.0449 0.0421 1.066 STORY1 VX X 0.0290 0.0270 1.076 BASEMENT VX X 0.0151 0.0139 1.087 UNDRGRND VX X 0.0036 0.0033 1.094 ROOF VY Y 0.1047 0.1047 1.000 STORY8 VY Y 0.0943 0.0942 1.000 STORY7 VY Y 0.0834 0.0833 1.000 STORY6 VY Y 0.0720 0.0720 1.000 STORY5 VY Y 0.0604 0.0604 1.000 STORY4 VY Y 0.0486 0.0486 1.000 STORY3 VY Y 0.0371 0.0370 1.001 STORY2 VY Y 0.0261 0.0261 1.001 STORY1 VY Y 0.0162 0.0162 1.001 BASEMENT VY Y 0.0080 0.0080 1.001 UNDRGRND VY Y 0.0018 0.0018 1.001 ROOF VX1 X 0.1528 0.1451 1.053 STORY8 VX1 X 0.1414 0.1334 1.060 STORY7 VX1 X 0.1285 0.1204 1.067 STORY6 VX1 X 0.1142 0.1063 1.074 STORY5 VX1 X 0.0985 0.0911 1.082 STORY4 VX1 X 0.0818 0.0751 1.090 STORY3 VX1 X 0.0644 0.0586 1.100 STORY2 VX1 X 0.0471 0.0424 1.111 STORY1 VX1 X 0.0305 0.0271 1.125 BASEMENT VX1 X 0.0160 0.0140 1.141 UNDRGRND VX1 X 0.0039 0.0033 1.154 ROOF VY1 Y 0.1224 0.1047 1.169 STORY8 VY1 Y 0.1112 0.0942 1.180 STORY7 VY1 Y 0.0993 0.0833 1.192 STORY6 VY1 Y 0.0867 0.0720 1.205 STORY5 VY1 Y 0.0736 0.0604 1.218 STORY4 VY1 Y 0.0600 0.0486 1.234
STORY3 VY1 Y 0.0464 0.0370 1.254 STORY2 VY1 Y 0.0333 0.0261 1.278 STORY1 VY1 Y 0.0212 0.0162 1.310 BASEMENT VY1 Y 0.0109 0.0080 1.354 UNDRGRND VY1 Y 0.0026 0.0018 1.406 ROOF VX2 X 0.1465 0.1447 1.012 STORY8 VX2 X 0.1340 0.1329 1.008 STORY7 VX2 X 0.1203 0.1198 1.004 STORY6 VX2 X 0.1057 0.1057 1.000 STORY5 VX2 X 0.0909 0.0905 1.004 STORY4 VX2 X 0.0751 0.0745 1.009 STORY3 VX2 X 0.0589 0.0581 1.014 STORY2 VX2 X 0.0427 0.0419 1.020 STORY1 VX2 X 0.0275 0.0268 1.026 BASEMENT VX2 X 0.0143 0.0138 1.033 UNDRGRND VX2 X 0.0034 0.0033 1.034 ROOF VY2 Y 0.1224 0.1047 1.170 STORY8 VY2 Y 0.1113 0.0942 1.181 STORY7 VY2 Y 0.0994 0.0833 1.193 STORY6 VY2 Y 0.0868 0.0720 1.205 STORY5 VY2 Y 0.0736 0.0604 1.219 STORY4 VY2 Y 0.0601 0.0486 1.235 STORY3 VY2 Y 0.0465 0.0370 1.255 STORY2 VY2 Y 0.0333 0.0261 1.279 STORY1 VY2 Y 0.0212 0.0162 1.311 BASEMENT VY2 Y 0.0109 0.0080 1.355 UNDRGRND VY2 Y 0.0026 0.0018 1.407
