job (11) car park (162 wind speed) (3 bays ) (final) ETABS v9.7.1 File:JOB (11) CAR PARK (162 WIND SPEED) (3 BAYS ) (FINAL) Units:KN-m May 29, 2011 22:57 PAGE 1 PROJECT INFORMATION ETABS v9.7.1 File:JOB (11) CAR PARK (162 WIND SPEED) (3 BAYS ) (FINAL) Units:KN-m May 29, 2011 22:57 PAGE 2 S T O R Y D A T A STORY SIMILAR TO HEIGHT ELEVATION 2 None 2.150 4.550 1 None 2.400 2.400 BASE None 0.000

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 OTHER N/A 1.0000 W0 WIND ASCE7-05 0.0000 W180 WIND ASCE7-05 0.0000 ETABS v9.7.1 File:JOB (11) CAR PARK (162 WIND SPEED) (3 BAYS ) (FINAL) Units:KN-m May 29, 2011 22:59 PAGE 2 L O A D I N G C O M B I N A T I O N S COMBO CASE SCALE COMBO TYPE CASE TYPE FACTOR DES1 ADD DEAD Static 1.4000 DES2 ADD DEAD Static 1.2000 W0 Static 0.8000 DES3 ADD DEAD Static 1.2000 W180 Static 0.8000 DES4 ADD DEAD Static 1.2000 W0 Static -0.8000 DES5 ADD DEAD Static 1.2000 W180 Static -0.8000 DES6 ADD DEAD Static 1.2000 W0 Static 1.6000 DES7 ADD DEAD Static 1.2000 W180 Static 1.6000

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job (11) car park (162 wind speed) (3 bays ) (final) DES8 ADD DEAD Static 1.2000 W0 Static -1.6000 DES9 ADD DEAD Static 1.2000 W180 Static -1.6000 DES10 ADD DEAD Static 0.9000 W0 Static 1.6000 DES11 ADD DEAD Static 0.9000 W180 Static 1.6000 DES12 ADD DEAD Static 0.9000 W0 Static -1.6000 DES13 ADD DEAD Static 0.9000 W180 Static -1.6000 ETABS v9.7.1 File:JOB (11) CAR PARK (162 WIND SPEED) (3 BAYS ) (FINAL) Units:KN-m May 29, 2011 22:59 PAGE 3 A U T O W I N D A S C E 7 - 0 5 Case: W0 AUTO WIND INPUT DATA Exposure From: Area Objects Top Story: 2 Bottom Story: BASE No parapet is included Basic Wind Speed, V = 100 mph Exposure Category = B Importance Factor, Iw = 1 Kzt = 1 Kd = 0.85 Gust Factor, G = 0.85 AUTO WIND CALCULATION FORMULAS P = wind pressure = WindwardCp qz G + qh G LeewardCp qz, the velocity pressure, = 0.00256 Kz Kzt Kd Iw V^2 psf Kz is the velocity pressure exposure coefficient Kz = 2.01 (z / zg)^(2/alpha) for 15 feet <= z <= zg Kz = 2.01 (15 / zg)^(2/alpha) for z < 15 feet z is the distance from the specified bottom story to the point considered

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job (11) car park (162 wind speed) (3 bays ) (final) zg and alpha are specified in ASCE7-05 Table 6-2 qh is the velocity pressure at the specified top story level AUTO WIND CALCULATION RESULTS zg = 1200 alpha = 7.0 qh = 12.5059 AUTO WIND STORY FORCES STORY FX FY FZ MX MY MZ 2 (Forces reported at X = 0.0000, Y = 0.0000, Z = 4.5500) -1.71 0.00 29.77 245.573 -68.098 14.115 1 (Forces reported at X = 0.0000, Y = 0.0000, Z = 2.4000) -0.30 0.00 2.57 21.168 -5.040 2.513 ETABS v9.7.1 File:JOB (11) CAR PARK (162 WIND SPEED) (3 BAYS ) (FINAL) Units:KN-m May 29, 2011 22:57 PAGE 3 M A S S S O U R C E D A T A MASS LATERAL LUMP MASS FROM MASS ONLY AT STORIES Loads Yes Yes M A S S S O U R C E L O A D S LOAD MULTIPLIER DEAD 1.0000 ETABS v9.7.1 File:JOB (11) CAR PARK (162 WIND SPEED) (3 BAYS ) (FINAL) Units:KN-m May 29, 2011 22:57 PAGE 4 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 2 5.437E-01 5.437E-01 0.000E+00 0.000E+00 0.000E+00 0.000E+00

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job (11) car park (162 wind speed) (3 bays ) (final) 1 6.761E-01 6.761E-01 0.000E+00 0.000E+00 0.000E+00 0.000E+00 BASE 1.491E-01 1.491E-01 0.000E+00 0.000E+00 0.000E+00 0.000E+00 Totals 1.369E+00 1.369E+00 0.000E+00 0.000E+00 0.000E+00 0.000E+00 ETABS v9.7.1 File:JOB (11) CAR PARK (162 WIND SPEED) (3 BAYS ) (FINAL) Units:KN-m May 29, 2011 22:57 PAGE 5 MODAL INFORMATION Modal Analysis not done. ETABS v9.7.1 File:JOB (11) CAR PARK (162 WIND SPEED) (3 BAYS ) (FINAL) Units:KN-m May 29, 2011 22:57 PAGE 6 TOTAL REACTIVE FORCES (RECOVERED LOADS) AT ORIGIN LOAD FX FY FZ MX MY MZ DEAD -1.839E-12 -1.221E-15 1.346E+01 1.110E+02 -2.183E+01 1.459E-11 W0 9.401E-01 7.772E-16 -1.508E+01 -1.244E+02 3.809E+01 -7.756E+00 W180 -9.401E-01 1.943E-15 -1.508E+01 -1.244E+02 4.486E+01 7.756E+00 ETABS v9.7.1 File:JOB (11) CAR PARK (162 WIND SPEED) (3 BAYS ) (FINAL) Units:KN-m May 29, 2011 22:57 PAGE 7 S T O R Y F O R C E S STORY LOAD P VX VY T MX MY 2 W0 -1.252E+01 6.355E-01 1.424E-14 -5.243E+00 -1.033E+02 3.079E+01 1 W0 -1.508E+01 9.401E-01 7.772E-16 -7.756E+00 -1.244E+02 3.809E+01 2 W180 -1.252E+01 -6.355E-01 3.100E-14 5.243E+00 -1.033E+02 3.804E+01 1 W180 -1.508E+01 -9.401E-01 1.943E-15 7.756E+00 -1.244E+02 4.486E+01 ETABS v9.7.1 File:JOB (11) CAR PARK (162 WIND SPEED) (3 BAYS ) (FINAL) Units:KN-m May 29, 2011 22:57 PAGE 8 STORY DRIFTS STORY DIRECTION LOAD MAX DRIFT 2 X W0 1/104 1 X W0 1/266 2 X W180 1/82 1 X W180 1/218

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job (11) car park (162 wind speed) (3 bays ) (final) ETABS v9.7.1 File:JOB (11) CAR PARK (162 WIND SPEED) (3 BAYS ) (FINAL) Units:KN-m May 29, 2011 23:28 PAGE 1 L O A D I N G C O M B I N A T I O N S COMBO CASE SCALE COMBO TYPE CASE TYPE FACTOR DES1 ADD DEAD Static 1.4000 DES2 ADD DEAD Static 1.2000 W0 Static 0.8000 DES3 ADD DEAD Static 1.2000 W180 Static 0.8000 DES4 ADD DEAD Static 1.2000 W0 Static -0.8000 DES5 ADD DEAD Static 1.2000 W180 Static -0.8000 DES6 ADD DEAD Static 1.2000 W0 Static 1.6000 DES7 ADD DEAD Static 1.2000 W180 Static 1.6000 DES8 ADD DEAD Static 1.2000 W0 Static -1.6000 DES9 ADD DEAD Static 1.2000 W180 Static -1.6000 DES10 ADD DEAD Static 0.9000 W0 Static 1.6000 DES11 ADD DEAD Static 0.9000 W180 Static 1.6000 DES12 ADD DEAD Static 0.9000 W0 Static -1.6000 DES13 ADD DEAD Static 0.9000 W180 Static -1.6000 ETABS v9.7.1 File:JOB (11) CAR PARK (162 WIND SPEED) (3 BAYS ) (FINAL) Units:KN-m May 29, 2011 23:28 PAGE 2 S U P P O R T R E A C T I O N S STORY POINT LOAD FX FY FZ MX MY MZ BASE 1635 DEAD -0.06 0.20 2.81 -0.148 -4.544 0.075 BASE 1635 W0 0.32 -0.45 -2.42 0.337 6.879 -0.306 BASE 1635 W180 0.06 -0.40 -2.43 0.301 8.154 -0.258

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job (11) car park (162 wind speed) (3 bays ) (final) BASE 1635 DES1 -0.09 0.28 3.93 -0.207 -6.362 0.106 BASE 1635 DES2 0.18 -0.12 1.43 0.093 0.050 -0.154 BASE 1635 DES3 -0.03 -0.09 1.43 0.064 1.070 -0.116 BASE 1635 DES4 -0.33 0.60 5.31 -0.447 -10.956 0.335 BASE 1635 DES5 -0.12 0.56 5.31 -0.418 -11.976 0.297 BASE 1635 DES6 0.44 -0.49 -0.51 0.362 5.553 -0.399 BASE 1635 DES7 0.02 -0.41 -0.51 0.305 7.594 -0.323 BASE 1635 DES8 -0.59 0.96 7.24 -0.716 -16.459 0.580 BASE 1635 DES9 -0.17 0.88 7.25 -0.659 -18.500 0.504 BASE 1635 DES10 0.46 -0.55 -1.35 0.406 6.916 -0.422 BASE 1635 DES11 0.04 -0.47 -1.35 0.349 8.957 -0.345 BASE 1635 DES12 -0.57 0.90 6.40 -0.672 -15.095 0.558 BASE 1635 DES13 -0.15 0.82 6.41 -0.614 -17.136 0.481 BASE 1700 DEAD 0.06 0.00 3.66 0.002 -6.373 0.005 BASE 1700 W0 0.15 -0.01 -5.12 0.001 12.165 -0.010 BASE 1700 W180 -0.53 -0.03 -5.11 0.014 14.275 -0.024 BASE 1700 DES1 0.09 0.00 5.12 0.002 -8.922 0.007 BASE 1700 DES2 0.19 -0.01 0.29 0.002 2.085 -0.002 BASE 1700 DES3 -0.35 -0.02 0.30 0.013 3.773 -0.014 BASE 1700 DES4 -0.04 0.01 8.48 0.002 -17.379 0.014 BASE 1700 DES5 0.50 0.02 8.48 -0.009 -19.067 0.025 BASE 1700 DES6 0.31 -0.01 -3.80 0.003 11.816 -0.010 BASE 1700 DES7 -0.77 -0.04 -3.79 0.024 15.193 -0.033 BASE 1700 DES8 -0.16 0.02 12.58 0.001 -27.111 0.021 BASE 1700 DES9 0.92 0.04 12.57 -0.020 -30.488 0.045 BASE 1700 DES10 0.29 -0.01 -4.90 0.002 13.728 -0.011 BASE 1700 DES11 -0.79 -0.04 -4.89 0.023 17.105 -0.034 BASE 1700 DES12 -0.18 0.02 11.48 0.001 -25.199 0.020 BASE 1700 DES13 0.90 0.04 11.48 -0.020 -28.576 0.043 BASE 1713 DEAD 0.06 0.00 3.66 -0.002 -6.373 -0.005 BASE 1713 W0 0.15 0.01 -5.12 -0.001 12.165 0.010 BASE 1713 W180 -0.53 0.03 -5.11 -0.014 14.275 0.024 BASE 1713 DES1 0.09 0.00 5.12 -0.002 -8.922 -0.007 BASE 1713 DES2 0.19 0.01 0.29 -0.002 2.085 0.002 BASE 1713 DES3 -0.35 0.02 0.30 -0.013 3.773 0.014 BASE 1713 DES4 -0.04 -0.01 8.48 -0.002 -17.379 -0.014 BASE 1713 DES5 0.50 -0.02 8.48 0.009 -19.067 -0.025 BASE 1713 DES6 0.31 0.01 -3.80 -0.003 11.816 0.010 BASE 1713 DES7 -0.77 0.04 -3.79 -0.024 15.193 0.033 BASE 1713 DES8 -0.16 -0.02 12.58 -0.001 -27.111 -0.021 BASE 1713 DES9 0.92 -0.04 12.57 0.020 -30.488 -0.045

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job (11) car park (162 wind speed) (3 bays ) (final) BASE 1713 DES10 0.29 0.01 -4.90 -0.002 13.728 0.011 BASE 1713 DES11 -0.79 0.04 -4.89 -0.023 17.105 0.034 BASE 1713 DES12 -0.18 -0.02 11.48 -0.001 -25.199 -0.020 BASE 1713 DES13 0.90 -0.04 11.48 0.020 -28.576 -0.043 BASE 1726 DEAD -0.06 -0.20 2.81 0.148 -4.544 -0.075 BASE 1726 W0 0.32 0.45 -2.42 -0.337 6.879 0.306 BASE 1726 W180 0.06 0.40 -2.43 -0.301 8.154 0.258 BASE 1726 DES1 -0.09 -0.28 3.93 0.207 -6.362 -0.106 BASE 1726 DES2 0.18 0.12 1.43 -0.093 0.050 0.154 BASE 1726 DES3 -0.03 0.09 1.43 -0.064 1.070 0.116 BASE 1726 DES4 -0.33 -0.60 5.31 0.447 -10.956 -0.335 BASE 1726 DES5 -0.12 -0.56 5.31 0.418 -11.976 -0.297 BASE 1726 DES6 0.44 0.49 -0.51 -0.362 5.553 0.399 BASE 1726 DES7 0.02 0.41 -0.51 -0.305 7.594 0.323 BASE 1726 DES8 -0.59 -0.96 7.24 0.716 -16.459 -0.580 BASE 1726 DES9 -0.17 -0.88 7.25 0.659 -18.500 -0.504 BASE 1726 DES10 0.46 0.55 -1.35 -0.406 6.916 0.422 BASE 1726 DES11 0.04 0.47 -1.35 -0.349 8.957 0.345 BASE 1726 DES12 -0.57 -0.90 6.40 0.672 -15.095 -0.558 BASE 1726 DES13 -0.15 -0.82 6.41 0.614 -17.136 -0.481 Summation 0, 0, Base DEAD 0.00 0.00 12.93 134.824 -37.804 -2.967 Summation 0, 0, Base W0 0.94 0.00 -15.08 -180.851 55.976 -3.647 Summation 0, 0, Base W180 -0.94 0.00 -15.08 -180.680 60.330 19.666 Summation 0, 0, Base DES1 0.00 0.00 18.10 188.754 -52.926 -4.154 Summation 0, 0, Base DES2 0.75 0.00 3.45 17.108 -0.584 -6.478 Summation 0, 0, Base DES3 -0.75 0.00 3.45 17.245 2.899 12.172 Summation 0, 0, Base DES4 -0.75 0.00 27.58 306.470 -90.146 -0.644 Summation 0, 0, Base DES5 0.75 0.00 27.58 306.333 -93.628 -19.293 Summation 0, 0, Base DES6 1.50 0.00 -8.61 -127.573 44.197 -9.395 Summation 0, 0, Base DES7 -1.50 0.00 -8.61 -127.299 51.163 27.905 Summation 0, 0, Base DES8 -1.50 0.00 39.64 451.151 -134.927 2.274 Summation 0, 0, Base DES9 1.50 0.00 39.64 450.877 -141.892 -35.026 Summation 0, 0, Base DES10 1.50 0.00 -12.49 -168.021 55.538 -8.505 Summation 0, 0, Base DES11 -1.50 0.00 -12.49 -167.746 62.504 28.795 Summation 0, 0, Base DES12 -1.50 0.00 35.77 410.704 -123.586 3.164 Summation 0, 0, Base DES13 1.50 0.00 35.77 410.429 -130.551 -34.136

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0.00 0.50 0.70 0.90 0.99