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1/17
309123454.xls-Zone III, exp.D
WIND LOAD ANALYSIS
ZONE III
Exposure D
Inner Wall Corner W
(Ce) (qs) (I) Wind Pressure (Ce) (qs) (I)
(m.) (Pa) (Pa) (psi) (Pa)
0 to 5 1.41 1.2 3.0 1.0 5.08 0.736 1.41
1.5 3.0 1.0
6 1.45 1.2 3.0 1.0 5.22 0.757 1.45
1.5 3.0 1.0
7 1.48 1.2 3.0 1.0 5.33 0.773 1.48
1.5 3.0 1.0
8 1.51 1.2 3.0 1.0 5.44 0.788 1.51
1.5 3.0 1.0
9 1.54 1.2 3.0 1.0 5.54 0.804 1.54
1.5 3.0 1.0
10 1.56 1.2 3.0 1.0 5.62 0.814 1.56
1.5 3.0 1.0
15 1.65 1.2 3.0 1.0 5.94 0.861 1.65
1.5 3.0 1.0
20 1.75 1.2 3.0 1.0 6.30 0.914 1.75
1.5 3.0 1.0
25 1.81 1.2 3.0 1.0 6.52 0.945 1.81
1.5 3.0 1.0
30 1.87 1.2 3.0 1.0 6.73 0.976 1.87
1.5 3.0 1.0
35 1.92 1.2 3.0 1.0 6.91 1.002 1.92
1.5 3.0 1.0
40 1.96 1.2 3.0 1.0 7.06 1.023 1.96
1.5 3.0 1.0
45 1.99 1.2 3.0 1.0 7.16 1.039 1.99
1.5 3.0 1.0
50 2.03 1.2 3.0 1.0 7.31 1.060 2.03
1.5 3.0 1.0
55 2.06 1.2 3.0 1.0 7.42 1.075 2.06
1.5 3.0 1.0
60 2.09 1.2 3.0 1.0 7.52 1.091 2.09
1.5 3.0 1.0
65 2.11 1.2 3.0 1.0 7.60 1.101 2.11
1.5 3.0 1.070 2.13 1.2 3.0 1.0 7.67 1.112
2.13 1.5 3.0 1.0
75 2.15 1.2 3.0 1.0 7.74 1.122 2.15
1.5 3.0 1.0
80 2.17 1.2 3.0 1.0 7.81 1.133 2.17
1.5 3.0 1.0
85 2.19 1.2 3.0 1.0 7.88 1.143 2.19
1.5 3.0 1.0
90 2.22 1.2 3.0 1.0 7.99 1.159 2.22
1.5 3.0 1.0
95 2.24 1.2 3.0 1.0 8.06 1.169 2.24
1.5 3.0 1.0
100 2.26 1.2 3.0 1.0 8.14 1.180 2.26
1.5 3.0 1.0
105 2.28 1.2 3.0 1.0 8.21 1.190 2.28
1.5 3.0 1.0
110 2.31 1.2 3.0 1.0 8.32 1.206 2.31
1.5 3.0 1.0
115 2.33 1.2 3.0 1.0 8.39 1.216 2.33
1.5 3.0 1.0
120 2.35 1.2 3.0 1.0 8.46 1.227 2.35
1.5 3.0 1.0125 2.37 1.2 3.0 1.0 8.53 1.237
2.37 1.5 3.0 1.0
130 2.40 1.2 3.0 1.0 8.64 1.253 2.40
1.5 3.0 1.0
135 2.42 1.2 3.0 1.0 8.71 1.263 2.42
1.5 3.0 1.0
140 2.44 1.2 3.0 1.0 8.78 1.274 2.44
1.5 3.0 1.0
145 2.46 1.2 3.0 1.0 8.86 1.284 2.46
1.5 3.0 1.0
150 2.49 1.2 3.0 1.0 8.96 1.300 2.49
1.5 3.0 1.0
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2/17
309123454.xls-Zone III, exp.D
ll
Wind Pressure
(Pa) (psi)
6.35 0.920
6.53 0.946
6.66 0.966
6.80 0.985
6.93 1.005
7.02 1.018
7.43 1.077
7.88 1.142
8.15 1.181
8.42 1.220
8.64 1.253
8.82 1.279
8.96 1.298
9.14 1.325
9.27 1.344
9.41 1.364
9.50 1.3779.59 1.390
9.68 1.403
9.77 1.416
9.86 1.429
9.99 1.449
10.08 1.462
10.17 1.475
10.26 1.488
10.40 1.507
10.49 1.520
10.58 1.53310.67 1.546
10.80 1.566
10.89 1.579
10.98 1.592
11.07 1.605
11.21 1.625
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8/19/2019 3.1.5 Windload Analysis
3/17
309123454.xls-Zone II, exp.D
WIND LOAD ANALYSIS
ZONE II
Exposure D
Inner Wall Corner W
(Ce) (qs) (I) Wind Pressure (Ce) (qs) (I)
(m.) (Pa) (Pa) (psi) (Pa)
0 to 5 1.41 1.2 2.0 1.0 3.38 0.491 1.41
1.5 2.0 1.0
6 1.45 1.2 2.0 1.0 3.48 0.505 1.45
1.5 2.0 1.0
7 1.48 1.2 2.0 1.0 3.55 0.515 1.48
1.5 2.0 1.0
8 1.51 1.2 2.0 1.0 3.62 0.525 1.51
1.5 2.0 1.0
9 1.54 1.2 2.0 1.0 3.70 0.536 1.54
1.5 2.0 1.0
10 1.56 1.2 2.0 1.0 3.74 0.543 1.56
1.5 2.0 1.0
15 1.65 1.2 2.0 1.0 3.96 0.574 1.65
1.5 2.0 1.0
20 1.75 1.2 2.0 1.0 4.20 0.609 1.75
1.5 2.0 1.0
25 1.81 1.2 2.0 1.0 4.34 0.630 1.81
1.5 2.0 1.0
30 1.87 1.2 2.0 1.0 4.49 0.651 1.87
1.5 2.0 1.0
35 1.92 1.2 2.0 1.0 4.61 0.668 1.92
1.5 2.0 1.0
40 1.96 1.2 2.0 1.0 4.70 0.682 1.96
1.5 2.0 1.0
45 1.99 1.2 2.0 1.0 4.78 0.693 1.99
1.5 2.0 1.0
50 2.03 1.2 2.0 1.0 4.87 0.706 2.03
1.5 2.0 1.0
55 2.06 1.2 2.0 1.0 4.94 0.717 2.06
1.5 2.0 1.0
60 2.09 1.2 2.0 1.0 5.02 0.727 2.09
1.5 2.0 1.0
65 2.11 1.2 2.0 1.0 5.06 0.734 2.11
1.5 2.0 1.070 2.13 1.2 2.0 1.0 5.11 0.741
2.13 1.5 2.0 1.0
75 2.15 1.2 2.0 1.0 5.16 0.748 2.15
1.5 2.0 1.0
80 2.17 1.2 2.0 1.0 5.21 0.755 2.17
1.5 2.0 1.0
85 2.19 1.2 2.0 1.0 5.26 0.762 2.19
1.5 2.0 1.0
90 2.22 1.2 2.0 1.0 5.33 0.773 2.22
1.5 2.0 1.0
95 2.24 1.2 2.0 1.0 5.38 0.780 2.24
1.5 2.0 1.0
100 2.26 1.2 2.0 1.0 5.42 0.786 2.26
1.5 2.0 1.0
105 2.28 1.2 2.0 1.0 5.47 0.793 2.28
1.5 2.0 1.0
110 2.31 1.2 2.0 1.0 5.54 0.804 2.31
1.5 2.0 1.0
115 2.33 1.2 2.0 1.0 5.59 0.811 2.33
1.5 2.0 1.0
120 2.35 1.2 2.0 1.0 5.64 0.818 2.35
1.5 2.0 1.0125 2.37 1.2 2.0 1.0 5.69 0.825
2.37 1.5 2.0 1.0
130 2.40 1.2 2.0 1.0 5.76 0.835 2.40
1.5 2.0 1.0
135 2.42 1.2 2.0 1.0 5.81 0.842 2.42
1.5 2.0 1.0
140 2.44 1.2 2.0 1.0 5.86 0.849 2.44
1.5 2.0 1.0
145 2.46 1.2 2.0 1.0 5.90 0.856 2.46
1.5 2.0 1.0
150 2.49 1.2 2.0 1.0 5.98 0.867 2.49
1.5 2.0 1.0
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4/17
309123454.xls-Zone II, exp.D
ll
Wind Pressure
(Pa) (psi)
4.23 0.613
4.35 0.631
4.44 0.644
4.53 0.657
4.62 0.670
4.68 0.679
4.95 0.718
5.25 0.761
5.43 0.787
5.61 0.813
5.76 0.835
5.88 0.853
5.97 0.866
6.09 0.883
6.18 0.896
6.27 0.909
6.33 0.9186.39 0.927
6.45 0.935
6.51 0.944
6.57 0.953
6.66 0.966
6.72 0.974
6.78 0.983
6.84 0.992
6.93 1.005
6.99 1.014
7.05 1.0227.11 1.031
7.20 1.044
7.26 1.053
7.32 1.061
7.38 1.070
7.47 1.083
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8/19/2019 3.1.5 Windload Analysis
5/17
309123454.xls-Zone I, exp.D
WIND LOAD ANALYSIS
ZONE I
Exposure D
Inner Wall Corner W
(Ce) (qs) (I) Wind Pressure (Ce) (qs) (I)
(m.) (Pa) (Pa) (psi) (Pa)
0 to 5 1.41 1.2 0.8 1.0 1.35 0.196 1.41
1.5 0.8 1.0
6 1.45 1.2 0.8 1.0 1.39 0.202 1.45
1.5 0.8 1.0
7 1.48 1.2 0.8 1.0 1.42 0.206 1.48
1.5 0.8 1.0
8 1.51 1.2 0.8 1.0 1.45 0.210 1.51
1.5 0.8 1.0
9 1.54 1.2 0.8 1.0 1.48 0.214 1.54
1.5 0.8 1.0
10 1.56 1.2 0.8 1.0 1.50 0.217 1.56
1.5 0.8 1.0
15 1.65 1.2 0.8 1.0 1.58 0.230 1.65
1.5 0.8 1.0
20 1.75 1.2 0.8 1.0 1.68 0.244 1.75
1.5 0.8 1.0
25 1.81 1.2 0.8 1.0 1.74 0.252 1.81
1.5 0.8 1.0
30 1.87 1.2 0.8 1.0 1.80 0.260 1.87
1.5 0.8 1.0
35 1.92 1.2 0.8 1.0 1.84 0.267 1.92
1.5 0.8 1.0
40 1.96 1.2 0.8 1.0 1.88 0.273 1.96
1.5 0.8 1.0
45 1.99 1.2 0.8 1.0 1.91 0.277 1.99
1.5 0.8 1.0
50 2.03 1.2 0.8 1.0 1.95 0.283 2.03
1.5 0.8 1.0
55 2.06 1.2 0.8 1.0 1.98 0.287 2.06
1.5 0.8 1.0
60 2.09 1.2 0.8 1.0 2.01 0.291 2.09
1.5 0.8 1.0
65 2.11 1.2 0.8 1.0 2.03 0.294 2.11
1.5 0.8 1.070 2.13 1.2 0.8 1.0 2.04 0.296
2.13 1.5 0.8 1.0
75 2.15 1.2 0.8 1.0 2.06 0.299 2.15
1.5 0.8 1.0
80 2.17 1.2 0.8 1.0 2.08 0.302 2.17
1.5 0.8 1.0
85 2.19 1.2 0.8 1.0 2.10 0.305 2.19
1.5 0.8 1.0
90 2.22 1.2 0.8 1.0 2.13 0.309 2.22
1.5 0.8 1.0
95 2.24 1.2 0.8 1.0 2.15 0.312 2.24
1.5 0.8 1.0
100 2.26 1.2 0.8 1.0 2.17 0.315 2.26
1.5 0.8 1.0
105 2.28 1.2 0.8 1.0 2.19 0.317 2.28
1.5 0.8 1.0
110 2.31 1.2 0.8 1.0 2.22 0.322 2.31
1.5 0.8 1.0
115 2.33 1.2 0.8 1.0 2.24 0.324 2.33
1.5 0.8 1.0
120 2.35 1.2 0.8 1.0 2.26 0.327 2.35
1.5 0.8 1.0125 2.37 1.2 0.8 1.0 2.28 0.330
2.37 1.5 0.8 1.0
130 2.40 1.2 0.8 1.0 2.30 0.334 2.40
1.5 0.8 1.0
135 2.42 1.2 0.8 1.0 2.32 0.337 2.42
1.5 0.8 1.0
140 2.44 1.2 0.8 1.0 2.34 0.340 2.44
1.5 0.8 1.0
145 2.46 1.2 0.8 1.0 2.36 0.342 2.46
1.5 0.8 1.0
150 2.49 1.2 0.8 1.0 2.39 0.347 2.49
1.5 0.8 1.0
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6/17
309123454.xls-Zone I, exp.D
ll
Wind Pressure
(Pa) (psi)
1.69 0.245
1.74 0.252
1.78 0.258
1.81 0.263
1.85 0.268
1.87 0.271
1.98 0.287
2.10 0.305
2.17 0.315
2.24 0.325
2.30 0.334
2.35 0.341
2.39 0.346
2.44 0.353
2.47 0.358
2.51 0.364
2.53 0.3672.56 0.371
2.58 0.374
2.60 0.378
2.63 0.381
2.66 0.386
2.69 0.390
2.71 0.393
2.74 0.397
2.77 0.402
2.80 0.405
2.82 0.4092.84 0.412
2.88 0.418
2.90 0.421
2.93 0.425
2.95 0.428
2.99 0.433
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309123454.xls-Zone III, exp.C
WIND LOAD ANALYSIS
ZONE III
Exposure C
Inner Wall Corner W
(Ce) (qs) (I) Wind Pressure (Ce) (qs) (I)
(m.) (Pa) (Pa) (psi) (Pa)
0 to 5 1.08 1.2 3.0 1.0 3.89 0.564 1.08
1.5 3.0 1.0
6 1.13 1.2 3.0 1.0 4.07 0.590 1.13
1.5 3.0 1.0
7 1.17 1.2 3.0 1.0 4.21 0.611 1.17
1.5 3.0 1.0
8 1.20 1.2 3.0 1.0 4.32 0.626 1.20
1.5 3.0 1.0
9 1.23 1.2 3.0 1.0 4.43 0.642 1.23
1.5 3.0 1.0
10 1.25 1.2 3.0 1.0 4.50 0.653 1.25
1.5 3.0 1.0
15 1.35 1.2 3.0 1.0 4.86 0.705 1.35
1.5 3.0 1.0
20 1.46 1.2 3.0 1.0 5.26 0.762 1.46
1.5 3.0 1.0
25 1.53 1.2 3.0 1.0 5.51 0.799 1.53
1.5 3.0 1.0
30 1.60 1.2 3.0 1.0 5.76 0.835 1.60
1.5 3.0 1.0
35 1.65 1.2 3.0 1.0 5.94 0.861 1.65
1.5 3.0 1.0
40 1.70 1.2 3.0 1.0 6.12 0.887 1.70
1.5 3.0 1.0
45 1.74 1.2 3.0 1.0 6.26 0.908 1.74
1.5 3.0 1.0
50 1.78 1.2 3.0 1.0 6.41 0.929 1.78
1.5 3.0 1.0
55 1.82 1.2 3.0 1.0 6.55 0.950 1.82
1.5 3.0 1.0
60 1.86 1.2 3.0 1.0 6.70 0.971 1.86
1.5 3.0 1.0
65 1.90 1.2 3.0 1.0 6.84 0.992 1.90
1.5 3.0 1.070 1.93 1.2 3.0 1.0 6.95 1.007
1.93 1.5 3.0 1.0
75 1.97 1.2 3.0 1.0 7.09 1.028 1.97
1.5 3.0 1.0
80 2.00 1.2 3.0 1.0 7.20 1.044 2.00
1.5 3.0 1.0
85 2.02 1.2 3.0 1.0 7.27 1.054 2.02
1.5 3.0 1.0
90 2.05 1.2 3.0 1.0 7.38 1.070 2.05
1.5 3.0 1.0
95 2.07 1.2 3.0 1.0 7.45 1.081 2.07
1.5 3.0 1.0
100 2.09 1.2 3.0 1.0 7.52 1.091 2.09
1.5 3.0 1.0
105 2.11 1.2 3.0 1.0 7.60 1.101 2.11
1.5 3.0 1.0
110 2.14 1.2 3.0 1.0 7.70 1.117 2.14
1.5 3.0 1.0
115 2.16 1.2 3.0 1.0 7.78 1.128 2.16
1.5 3.0 1.0
120 2.18 1.2 3.0 1.0 7.85 1.138 2.18
1.5 3.0 1.0125 2.20 1.2 3.0 1.0 7.92 1.148
2.20 1.5 3.0 1.0
130 2.23 1.2 3.0 1.0 8.03 1.164 2.23
1.5 3.0 1.0
135 2.25 1.2 3.0 1.0 8.10 1.175 2.25
1.5 3.0 1.0
140 2.27 1.2 3.0 1.0 8.17 1.185 2.27
1.5 3.0 1.0
145 2.29 1.2 3.0 1.0 8.24 1.195 2.29
1.5 3.0 1.0
150 2.32 1.2 3.0 1.0 8.35 1.211 2.32
1.5 3.0 1.0
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8/19/2019 3.1.5 Windload Analysis
8/17
309123454.xls-Zone III, exp.C
ll
Wind Pressure
(Pa) (psi)
4.86 0.705
5.09 0.737
5.27 0.763
5.40 0.783
5.54 0.803
5.63 0.816
6.08 0.881
6.57 0.953
6.89 0.998
7.20 1.044
7.43 1.077
7.65 1.109
7.83 1.135
8.01 1.161
8.19 1.188
8.37 1.214
8.55 1.2408.69 1.259
8.87 1.285
9.00 1.305
9.09 1.318
9.23 1.338
9.32 1.351
9.41 1.364
9.50 1.377
9.63 1.396
9.72 1.409
9.81 1.4229.90 1.436
10.04 1.455
10.13 1.468
10.22 1.481
10.31 1.494
10.44 1.514
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8/19/2019 3.1.5 Windload Analysis
9/17
309123454.xls-Zone II, exp.C
WIND LOAD ANALYSIS
ZONE II
Exposure C
Inner Wall Corner W
(Ce) (qs) (I) Wind Pressure (Ce) (qs) (I)
(m.) (Pa) (Pa) (psi) (Pa)
0 to 5 1.08 1.2 2.0 1.0 2.59 0.376 1.08
1.5 2.0 1.0
6 1.13 1.2 2.0 1.0 2.71 0.393 1.13
1.5 2.0 1.0
7 1.17 1.2 2.0 1.0 2.81 0.407 1.17
1.5 2.0 1.0
8 1.20 1.2 2.0 1.0 2.88 0.418 1.20
1.5 2.0 1.0
9 1.23 1.2 2.0 1.0 2.95 0.428 1.23
1.5 2.0 1.0
10 1.25 1.2 2.0 1.0 3.00 0.435 1.25
1.5 2.0 1.0
15 1.35 1.2 2.0 1.0 3.24 0.470 1.35
1.5 2.0 1.0
20 1.46 1.2 2.0 1.0 3.50 0.508 1.46
1.5 2.0 1.0
25 1.53 1.2 2.0 1.0 3.67 0.532 1.53
1.5 2.0 1.0
30 1.60 1.2 2.0 1.0 3.84 0.557 1.60
1.5 2.0 1.0
35 1.65 1.2 2.0 1.0 3.96 0.574 1.65
1.5 2.0 1.0
40 1.70 1.2 2.0 1.0 4.08 0.592 1.70
1.5 2.0 1.0
45 1.74 1.2 2.0 1.0 4.18 0.606 1.74
1.5 2.0 1.0
50 1.78 1.2 2.0 1.0 4.27 0.619 1.78
1.5 2.0 1.0
55 1.82 1.2 2.0 1.0 4.37 0.633 1.82
1.5 2.0 1.0
60 1.86 1.2 2.0 1.0 4.46 0.647 1.86
1.5 2.0 1.0
65 1.90 1.2 2.0 1.0 4.56 0.661 1.90
1.5 2.0 1.070 1.93 1.2 2.0 1.0 4.63 0.672
1.93 1.5 2.0 1.0
75 1.97 1.2 2.0 1.0 4.73 0.686 1.97
1.5 2.0 1.0
80 2.00 1.2 2.0 1.0 4.80 0.696 2.00
1.5 2.0 1.0
85 2.02 1.2 2.0 1.0 4.85 0.703 2.02
1.5 2.0 1.0
90 2.05 1.2 2.0 1.0 4.92 0.713 2.05
1.5 2.0 1.0
95 2.07 1.2 2.0 1.0 4.97 0.720 2.07
1.5 2.0 1.0
100 2.09 1.2 2.0 1.0 5.02 0.727 2.09
1.5 2.0 1.0
105 2.11 1.2 2.0 1.0 5.06 0.734 2.11
1.5 2.0 1.0
110 2.14 1.2 2.0 1.0 5.14 0.745 2.14
1.5 2.0 1.0
115 2.16 1.2 2.0 1.0 5.18 0.752 2.16
1.5 2.0 1.0
120 2.18 1.2 2.0 1.0 5.23 0.759 2.18
1.5 2.0 1.0125 2.20 1.2 2.0 1.0 5.28 0.766
2.20 1.5 2.0 1.0
130 2.23 1.2 2.0 1.0 5.35 0.776 2.23
1.5 2.0 1.0
135 2.25 1.2 2.0 1.0 5.40 0.783 2.25
1.5 2.0 1.0
140 2.27 1.2 2.0 1.0 5.45 0.790 2.27
1.5 2.0 1.0
145 2.29 1.2 2.0 1.0 5.50 0.797 2.29
1.5 2.0 1.0
150 2.32 1.2 2.0 1.0 5.57 0.807 2.32
1.5 2.0 1.0
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8/19/2019 3.1.5 Windload Analysis
10/17
309123454.xls-Zone II, exp.C
ll
Wind Pressure
(Pa) (psi)
3.24 0.470
3.39 0.492
3.51 0.509
3.60 0.522
3.69 0.535
3.75 0.544
4.05 0.587
4.38 0.635
4.59 0.666
4.80 0.696
4.95 0.718
5.10 0.740
5.22 0.757
5.34 0.774
5.46 0.792
5.58 0.809
5.70 0.8275.79 0.840
5.91 0.857
6.00 0.870
6.06 0.879
6.15 0.892
6.21 0.900
6.27 0.909
6.33 0.918
6.42 0.931
6.48 0.940
6.54 0.9486.60 0.957
6.69 0.970
6.75 0.979
6.81 0.987
6.87 0.996
6.96 1.009
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8/19/2019 3.1.5 Windload Analysis
11/17
309123454.xls-Zone I, exp.C
WIND LOAD ANALYSIS
ZONE I
Exposure C
Inner Wall Corner W
(Ce) (qs) (I) Wind Pressure (Ce) (qs) (I)
(m.) (Pa) (Pa) (psi) (Pa)
0 to 5 1.08 1.2 0.8 1.0 1.04 0.150 1.08
1.5 0.8 1.0
6 1.13 1.2 0.8 1.0 1.08 0.157 1.13
1.5 0.8 1.0
7 1.17 1.2 0.8 1.0 1.12 0.163 1.17
1.5 0.8 1.0
8 1.20 1.2 0.8 1.0 1.15 0.167 1.20
1.5 0.8 1.0
9 1.23 1.2 0.8 1.0 1.18 0.171 1.23
1.5 0.8 1.0
10 1.25 1.2 0.8 1.0 1.20 0.174 1.25
1.5 0.8 1.0
15 1.35 1.2 0.8 1.0 1.30 0.188 1.35
1.5 0.8 1.0
20 1.46 1.2 0.8 1.0 1.40 0.203 1.46
1.5 0.8 1.0
25 1.53 1.2 0.8 1.0 1.47 0.213 1.53
1.5 0.8 1.0
30 1.60 1.2 0.8 1.0 1.54 0.223 1.60
1.5 0.8 1.0
35 1.65 1.2 0.8 1.0 1.58 0.230 1.65
1.5 0.8 1.0
40 1.70 1.2 0.8 1.0 1.63 0.237 1.70
1.5 0.8 1.0
45 1.74 1.2 0.8 1.0 1.67 0.242 1.74
1.5 0.8 1.0
50 1.78 1.2 0.8 1.0 1.71 0.248 1.78
1.5 0.8 1.0
55 1.82 1.2 0.8 1.0 1.75 0.253 1.82
1.5 0.8 1.0
60 1.86 1.2 0.8 1.0 1.79 0.259 1.86
1.5 0.8 1.0
65 1.90 1.2 0.8 1.0 1.82 0.264 1.90
1.5 0.8 1.070 1.93 1.2 0.8 1.0 1.85 0.269
1.93 1.5 0.8 1.0
75 1.97 1.2 0.8 1.0 1.89 0.274 1.97
1.5 0.8 1.0
80 2.00 1.2 0.8 1.0 1.92 0.278 2.00
1.5 0.8 1.0
85 2.02 1.2 0.8 1.0 1.94 0.281 2.02
1.5 0.8 1.0
90 2.05 1.2 0.8 1.0 1.97 0.285 2.05
1.5 0.8 1.0
95 2.07 1.2 0.8 1.0 1.99 0.288 2.07
1.5 0.8 1.0
100 2.09 1.2 0.8 1.0 2.01 0.291 2.09
1.5 0.8 1.0
105 2.11 1.2 0.8 1.0 2.03 0.294 2.11
1.5 0.8 1.0
110 2.14 1.2 0.8 1.0 2.05 0.298 2.14
1.5 0.8 1.0
115 2.16 1.2 0.8 1.0 2.07 0.301 2.16
1.5 0.8 1.0
120 2.18 1.2 0.8 1.0 2.09 0.303 2.18
1.5 0.8 1.0125 2.20 1.2 0.8 1.0 2.11 0.306
2.20 1.5 0.8 1.0
130 2.23 1.2 0.8 1.0 2.14 0.310 2.23
1.5 0.8 1.0
135 2.25 1.2 0.8 1.0 2.16 0.313 2.25
1.5 0.8 1.0
140 2.27 1.2 0.8 1.0 2.18 0.316 2.27
1.5 0.8 1.0
145 2.29 1.2 0.8 1.0 2.20 0.319 2.29
1.5 0.8 1.0
150 2.32 1.2 0.8 1.0 2.23 0.323 2.32
1.5 0.8 1.0
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8/19/2019 3.1.5 Windload Analysis
12/17
309123454.xls-Zone I, exp.C
ll
Wind Pressure
(Pa) (psi)
1.30 0.188
1.36 0.197
1.40 0.204
1.44 0.209
1.48 0.214
1.50 0.218
1.62 0.235
1.75 0.254
1.84 0.266
1.92 0.278
1.98 0.287
2.04 0.296
2.09 0.303
2.14 0.310
2.18 0.317
2.23 0.324
2.28 0.3312.32 0.336
2.36 0.343
2.40 0.348
2.42 0.351
2.46 0.357
2.48 0.360
2.51 0.364
2.53 0.367
2.57 0.372
2.59 0.376
2.62 0.3792.64 0.383
2.68 0.388
2.70 0.392
2.72 0.395
2.75 0.398
2.78 0.404
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8/19/2019 3.1.5 Windload Analysis
13/17
309123454.xls-Zone III, exp.B
WIND LOAD ANALYSIS
ZONE III
Exposure
Inner Wall Corner W
(Ce) (qs) (I) Wind Pressure (Ce) (qs) (I)
(m.) (Pa) (Pa) (psi) (Pa)
0 to 5 0.63 1.2 3.0 1.0 2.27 0.329 0.63
1.5 3.0 1.0
6 0.67 1.2 3.0 1.0 2.41 0.350 0.67
1.5 3.0 1.0
7 0.70 1.2 3.0 1.0 2.52 0.365 0.70
1.5 3.0 1.0
8 0.73 1.2 3.0 1.0 2.63 0.381 0.73
1.5 3.0 1.0
9 0.76 1.2 3.0 1.0 2.74 0.397 0.76
1.5 3.0 1.0
10 0.78 1.2 3.0 1.0 2.81 0.407 0.78
1.5 3.0 1.0
15 0.89 1.2 3.0 1.0 3.20 0.465 0.89
1.5 3.0 1.0
20 0.98 1.2 3.0 1.0 3.53 0.512 0.98
1.5 3.0 1.0
25 1.05 1.2 3.0 1.0 3.78 0.548 1.05
1.5 3.0 1.0
30 1.12 1.2 3.0 1.0 4.03 0.585 1.12
1.5 3.0 1.0
35 1.18 1.2 3.0 1.0 4.25 0.616 1.18
1.5 3.0 1.0
40 1.23 1.2 3.0 1.0 4.43 0.642 1.23
1.5 3.0 1.0
45 1.28 1.2 3.0 1.0 4.61 0.668 1.28
1.5 3.0 1.0
50 1.32 1.2 3.0 1.0 4.75 0.689 1.32
1.5 3.0 1.0
55 1.37 1.2 3.0 1.0 4.93 0.715 1.37
1.5 3.0 1.0
60 1.41 1.2 3.0 1.0 5.08 0.736 1.41
1.5 3.0 1.0
65 1.45 1.2 3.0 1.0 5.22 0.757 1.45
1.5 3.0 1.070 1.48 1.2 3.0 1.0 5.33 0.773
1.48 1.5 3.0 1.0
75 1.52 1.2 3.0 1.0 5.47 0.793 1.52
1.5 3.0 1.0
80 1.55 1.2 3.0 1.0 5.58 0.809 1.55
1.5 3.0 1.0
85 1.58 1.2 3.0 1.0 5.69 0.825 1.58
1.5 3.0 1.0
90 1.62 1.2 3.0 1.0 5.83 0.846 1.62
1.5 3.0 1.0
95 1.65 1.2 3.0 1.0 5.94 0.861 1.65
1.5 3.0 1.0
100 1.68 1.2 3.0 1.0 6.05 0.877 1.68
1.5 3.0 1.0
105 1.71 1.2 3.0 1.0 6.16 0.893 1.71
1.5 3.0 1.0
110 1.75 1.2 3.0 1.0 6.30 0.914 1.75
1.5 3.0 1.0
115 1.78 1.2 3.0 1.0 6.41 0.929 1.78
1.5 3.0 1.0
120 1.81 1.2 3.0 1.0 6.52 0.945 1.81
1.5 3.0 1.0125 1.84 1.2 3.0 1.0 6.62 0.960
1.84 1.5 3.0 1.0
130 1.88 1.2 3.0 1.0 6.77 0.981 1.88
1.5 3.0 1.0
135 1.91 1.2 3.0 1.0 6.88 0.997 1.91
1.5 3.0 1.0
140 1.94 1.2 3.0 1.0 6.98 1.013 1.94
1.5 3.0 1.0
145 1.97 1.2 3.0 1.0 7.09 1.028 1.97
1.5 3.0 1.0
150 2.01 1.2 3.0 1.0 7.24 1.049 2.01
1.5 3.0 1.0
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8/19/2019 3.1.5 Windload Analysis
14/17
309123454.xls-Zone III, exp.B
ll
Wind Pressure
(Pa) (psi)
2.84 0.411
3.02 0.437
3.15 0.457
3.29 0.476
3.42 0.496
3.51 0.509
4.01 0.581
4.41 0.639
4.73 0.685
5.04 0.731
5.31 0.770
5.54 0.803
5.76 0.835
5.94 0.861
6.17 0.894
6.35 0.920
6.53 0.9466.66 0.966
6.84 0.992
6.98 1.011
7.11 1.031
7.29 1.057
7.43 1.077
7.56 1.096
7.70 1.116
7.88 1.142
8.01 1.161
8.15 1.1818.28 1.201
8.46 1.227
8.60 1.246
8.73 1.266
8.87 1.285
9.05 1.312
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8/19/2019 3.1.5 Windload Analysis
15/17
309123454.xls-Zone II, exp.B
WIND LOAD ANALYSIS
ZONE II
Exposure
Inner Wall Corner W
(Ce) (qs) (I) Wind Pressure (Ce) (qs) (I)
(m.) (Pa) (Pa) (psi) (Pa)
0 to 5 0.63 1.2 2.0 1.0 1.51 0.219 0.63
1.5 2.0 1.0
6 0.67 1.2 2.0 1.0 1.61 0.233 0.67
1.5 2.0 1.0
7 0.70 1.2 2.0 1.0 1.68 0.244 0.70
1.5 2.0 1.0
8 0.73 1.2 2.0 1.0 1.75 0.254 0.73
1.5 2.0 1.0
9 0.76 1.2 2.0 1.0 1.82 0.264 0.76
1.5 2.0 1.0
10 0.78 1.2 2.0 1.0 1.87 0.271 0.78
1.5 2.0 1.0
15 0.89 1.2 2.0 1.0 2.14 0.310 0.89
1.5 2.0 1.0
20 0.98 1.2 2.0 1.0 2.35 0.341 0.98
1.5 2.0 1.0
25 1.05 1.2 2.0 1.0 2.52 0.365 1.05
1.5 2.0 1.0
30 1.12 1.2 2.0 1.0 2.69 0.390 1.12
1.5 2.0 1.0
35 1.18 1.2 2.0 1.0 2.83 0.411 1.18
1.5 2.0 1.0
40 1.23 1.2 2.0 1.0 2.95 0.428 1.23
1.5 2.0 1.0
45 1.28 1.2 2.0 1.0 3.07 0.445 1.28
1.5 2.0 1.0
50 1.32 1.2 2.0 1.0 3.17 0.459 1.32
1.5 2.0 1.0
55 1.37 1.2 2.0 1.0 3.29 0.477 1.37
1.5 2.0 1.0
60 1.41 1.2 2.0 1.0 3.38 0.491 1.41
1.5 2.0 1.0
65 1.45 1.2 2.0 1.0 3.48 0.505 1.45
1.5 2.0 1.070 1.48 1.2 2.0 1.0 3.55 0.515
1.48 1.5 2.0 1.0
75 1.52 1.2 2.0 1.0 3.65 0.529 1.52
1.5 2.0 1.0
80 1.55 1.2 2.0 1.0 3.72 0.539 1.55
1.5 2.0 1.0
85 1.58 1.2 2.0 1.0 3.79 0.550 1.58
1.5 2.0 1.0
90 1.62 1.2 2.0 1.0 3.89 0.564 1.62
1.5 2.0 1.0
95 1.65 1.2 2.0 1.0 3.96 0.574 1.65
1.5 2.0 1.0
100 1.68 1.2 2.0 1.0 4.03 0.585 1.68
1.5 2.0 1.0
105 1.71 1.2 2.0 1.0 4.10 0.595 1.71
1.5 2.0 1.0
110 1.75 1.2 2.0 1.0 4.20 0.609 1.75
1.5 2.0 1.0
115 1.78 1.2 2.0 1.0 4.27 0.619 1.78
1.5 2.0 1.0
120 1.81 1.2 2.0 1.0 4.34 0.630 1.81
1.5 2.0 1.0125 1.84 1.2 2.0 1.0 4.42 0.640
1.84 1.5 2.0 1.0
130 1.88 1.2 2.0 1.0 4.51 0.654 1.88
1.5 2.0 1.0
135 1.91 1.2 2.0 1.0 4.58 0.665 1.91
1.5 2.0 1.0
140 1.94 1.2 2.0 1.0 4.66 0.675 1.94
1.5 2.0 1.0
145 1.97 1.2 2.0 1.0 4.73 0.686 1.97
1.5 2.0 1.0
150 2.01 1.2 2.0 1.0 4.82 0.699 2.01
1.5 2.0 1.0
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8/19/2019 3.1.5 Windload Analysis
16/17
309123454.xls-Zone II, exp.B
ll
Wind Pressure
(Pa) (psi)
1.89 0.274
2.01 0.291
2.10 0.305
2.19 0.318
2.28 0.331
2.34 0.339
2.67 0.387
2.94 0.426
3.15 0.457
3.36 0.487
3.54 0.513
3.69 0.535
3.84 0.557
3.96 0.574
4.11 0.596
4.23 0.613
4.35 0.6314.44 0.644
4.56 0.661
4.65 0.674
4.74 0.687
4.86 0.705
4.95 0.718
5.04 0.731
5.13 0.744
5.25 0.761
5.34 0.774
5.43 0.7875.52 0.800
5.64 0.818
5.73 0.831
5.82 0.844
5.91 0.857
6.03 0.874
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8/19/2019 3.1.5 Windload Analysis
17/17
309123454 xls-Zone I exp B
WIND LOAD ANALYSIS
ZONE I
Exposure Inner Wall Corner Wall
(Ce) (qs) (I) Wind Pressure (Ce) (qs) (I) Wind Pressure
(m.) (Pa) (Pa) (psi) (Pa) (Pa) (psi)
0 to 5 0.63 1.2 0.8 1.0 0.60 0.088 0.63
1.5 0.8 1.0 0.76 0.110
6 0.67 1.2 0.8 1.0 0.64 0.093 0.67
1.5 0.8 1.0 0.80 0.117
7 0.70 1.2 0.8 1.0 0.67 0.097 0.70
1.5 0.8 1.0 0.84 0.122
8 0.73 1.2 0.8 1.0 0.70 0.102 0.73
1.5 0.8 1.0 0.88 0.127
9 0.76 1.2 0.8 1.0 0.73 0.106 0.76
1.5 0.8 1.0 0.91 0.132
10 0.78 1.2 0.8 1.0 0.75 0.109 0.78
1.5 0.8 1.0 0.94 0.136
15 0.89 1.2 0.8 1.0 0.85 0.124 0.89
1.5 0.8 1.0 1.07 0.155
20 0.98 1.2 0.8 1.0 0.94 0.136 0.98
1.5 0.8 1.0 1.18 0.17125 1.05 1.2 0.8 1.0
1.01 0.146 1.05 1.5 0.8 1.0 1.26 0.183
30 1.12 1.2 0.8 1.0 1.08 0.156 1.12
1.5 0.8 1.0 1.34 0.195
35 1.18 1.2 0.8 1.0 1.13 0.164 1.18
1.5 0.8 1.0 1.42 0.205
40 1.23 1.2 0.8 1.0 1.18 0.171 1.23
1.5 0.8 1.0 1.48 0.214
45 1.28 1.2 0.8 1.0 1.23 0.178 1.28
1.5 0.8 1.0 1.54 0.223
50 1.32 1.2 0.8 1.0 1.27 0.184 1.32
1.5 0.8 1.0 1.58 0.230
55 1.37 1.2 0.8 1.0 1.32 0.191 1.37
1.5 0.8 1.0 1.64 0.238
60 1.41 1.2 0.8 1.0 1.35 0.196 1.41
1.5 0.8 1.0 1.69 0.245
65 1.45 1.2 0.8 1.0 1.39 0.202 1.45
1.5 0.8 1.0 1.74 0.252
70 1.48 1.2 0.8 1.0 1.42 0.206 1.48
1.5 0.8 1.0 1.78 0.258
75 1.52 1.2 0.8 1.0 1.46 0.212 1.52
1.5 0.8 1.0 1.82 0.264
80 1.55 1.2 0.8 1.0 1.49 0.216 1.55
1.5 0.8 1.0 1.86 0.270
85 1.58 1.2 0.8 1.0 1.52 0.220 1.58
1.5 0.8 1.0 1.90 0.275
90 1.62 1.2 0.8 1.0 1.56 0.226 1.62
1.5 0.8 1.0 1.94 0.282
95 1.65 1.2 0.8 1.0 1.58 0.230 1.65
1.5 0.8 1.0 1.98 0.287
100 1.68 1.2 0.8 1.0 1.61 0.234 1.68
1.5 0.8 1.0 2.02 0.292
105 1.71 1.2 0.8 1.0 1.64 0.238 1.71
1.5 0.8 1.0 2.05 0.298
110 1.75 1.2 0.8 1.0 1.68 0.244 1.75
1.5 0.8 1.0 2.10 0.305
115 1.78 1.2 0.8 1.0 1.71 0.248 1.78
1.5 0.8 1.0 2.14 0.310
120 1.81 1.2 0.8 1.0 1.74 0.252 1.81
1.5 0.8 1.0 2.17 0.315
125 1.84 1.2 0.8 1.0 1.77 0.256 1.84
1.5 0.8 1.0 2.21 0.320
130 1.88 1.2 0.8 1.0 1.80 0.262 1.88
1.5 0.8 1.0 2.26 0.327
135 1.91 1.2 0.8 1.0 1.83 0.266 1.91
1.5 0.8 1.0 2.29 0.332
140 1.94 1.2 0.8 1.0 1.86 0.270 1.94
1.5 0.8 1.0 2.33 0.338
145 1.97 1.2 0.8 1.0 1.89 0.274 1.97
1.5 0.8 1.0 2.36 0.343
150 2.01 1.2 0.8 1.0 1.93 0.280 2.01
1.5 0.8 1.0 2.41 0.350
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