Design Wind Load Calcs_height 18m Above
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Transcript of Design Wind Load Calcs_height 18m Above
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7/28/2019 Design Wind Load Calcs_height 18m Above
1/9
DESIGN WIND PRESSURE:
Reference: AMERICAN SOCIETY OF CIVIL ENGINEERS 7-05 (ASCE 7-05)
= B GCpi1 = 0.18
= I GCpi2 = -0.18
= 66 mph
= 29.5 m/s
= 0.87= 365.76
= 7.0 GCp1 = 0.9 GCp1 = 0.9
= 1.0 GCp2 = -0.9 GCp2 = -1.8
Floor
Height
(m)
1
1
1
11
1
1
1
1
1
1
1
1
1
1
1
1
1
11
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
11
1
1
1
1
1
1
1
1
1
1
1
1
1
11
1
1
1
1
1
1
1
1
1
1
1
1
1
11
1
1
1
1
1
1
1
1
1
1
1
1
1
1
End Wall
Nominal height of the atmospheric boundary layer, zg Wall Area (4) Corner Area (5)
3-second gust-speed power law exponent, a
Topographic Coefficient, Kzt
Internal Pressure Coefficient
Exposure Category
Occupancy Category
Basic Wind Speed, V
Importance Factor, I External Pressure Coefficient
-WL @ 5
Kz = 2.01(z/zg)(2/a)
qz = 0.000613KzKztV2Iw Pz1 = qz(GCp1-GCpi2) Pz2 = qz(GCp2-GCpi1) Pz1 = qz(GCp1-GCpi2) Pz2 = qz(GCp2-GCpi1)
(m) Kz (kPa) +WL @ 4 -WL @ 4 +WL @ 5
Floor Level
Height from Velocity Exposure Velocity Pressure, Design Wind Pressure (kPa)
Ground Level, z Coefficient, qz Mid Wall
1 0.3723 0.17 0.19 -0.19 0.19 -0.34
0.23 -0.42
3 0.5095 0.24 0.26 -0.26 0.26 -0.47
2 0.4538 0.21 0.23 -0.23
0.28 -0.515 0.5896 0.27 0.30 -0.30 0.30 -0.544 0.5532 0.26 0.28 -0.28
0.31 -0.57
7 0.6491 0.30 0.33 -0.33 0.33 -0.60
6 0.6211 0.29 0.31 -0.31
0.34 -0.62
9 0.6974 0.32 0.35 -0.35 0.35 -0.64
8 0.6743 0.31 0.34 -0.34
0.36 -0.66
11 0.7386 0.34 0.37 -0.37 0.37 -0.68
10 0.7187 0.33 0.36 -0.36
0.38 -0.70
13 0.7747 0.36 0.39 -0.39 0.39 -0.71
12 0.7572 0.35 0.38 -0.38
0.40 -0.73
15 0.8070 0.37 0.40 -0.40 0.40 -0.74
14 0.7913 0.37 0.40 -0.40
0.41 -0.76
17 0.8364 0.39 0.42 -0.42 0.42 -0.77
16 0.8220 0.38 0.41 -0.41
0.43 -0.78
19 0.8634 0.40 0.43 -0.43 0.43 -0.79
18 0.8502 0.39 0.43 -0.43
0.44 -0.81
21 0.8884 0.41 0.45 -0.45 0.45 -0.82
20 0.8761 0.41 0.44 -0.44
0.45 -0.83
23 0.9118 0.42 0.46 -0.46 0.46 -0.84
22 0.9003 0.42 0.45 -0.45
0.46 -0.85
25 0.9338 0.43 0.47 -0.47 0.47 -0.86
24 0.9230 0.43 0.46 -0.46
0.47 -0.87
27 0.9546 0.44 0.48 -0.48 0.48 -0.88
26 0.9443 0.44 0.47 -0.47
0.48 -0.89
29 0.9743 0.45 0.49 -0.49 0.49 -0.90
28 0.9646 0.45 0.48 -0.48
0.49 -0.90
31 0.9930 0.46 0.50 -0.50 0.50 -0.91
30 0.9838 0.46 0.49 -0.49
0.50 -0.92
33 1.0109 0.47 0.51 -0.51 0.51 -0.93
32 1.0021 0.47 0.50 -0.50
0.51 -0.94
35 1.0281 0.48 0.52 -0.52 0.52 -0.95
34 1.0196 0.47 0.51 -0.51
0.52 -0.95
37 1.0445 0.48 0.52 -0.52 0.52 -0.96
36 1.0364 0.48 0.52 -0.52
0.53 -0.97
39 1.0603 0.49 0.53 -0.53 0.53 -0.97
38 1.0525 0.49 0.53 -0.53
0.54 -0.98
41 1.0756 0.50 0.54 -0.54 0.54 -0.99
40 1.0680 0.50 0.54 -0.54
0.54 -1.00
43 1.0903 0.51 0.55 -0.55 0.55 -1.00
42 1.0830 0.50 0.54 -0.54
0.55 -1.01
45 1.1046 0.51 0.55 -0.55 0.55 -1.02
44 1.0975 0.51 0.55 -0.55
0.56 -1.02
47 1.1184 0.52 0.56 -0.56 0.56 -1.03
46 1.1115 0.52 0.56 -0.56
0.56 -1.03
49 1.1318 0.53 0.57 -0.57 0.57 -1.04
48 1.1251 0.52 0.56 -0.56
0.57 -1.0551 1.1448 0.53 0.57 -0.57 0.57 -1.0550 1.1383 0.53 0.57 -0.57
0.58 -1.06
53 1.1575 0.54 0.58 -0.58 0.58 -1.06
52 1.1512 0.53 0.58 -0.58
0.58 -1.07
55 1.1698 0.54 0.59 -0.59 0.59 -1.08
54 1.1637 0.54 0.58 -0.58
0.59 -1.08
57 1.1818 0.55 0.59 -0.59 0.59 -1.09
56 1.1758 0.55 0.59 -0.59
0.60 -1.09
59 1.1935 0.55 0.60 -0.60 0.60 -1.10
58 1.1877 0.55 0.60 -0.60
0.60 -1.10
61 1.2049 0.56 0.60 -0.60 0.60 -1.11
60 1.1992 0.56 0.60 -0.60
0.61 -1.11
63 1.2161 0.56 0.61 -0.61 0.61 -1.12
62 1.2105 0.56 0.61 -0.61
0.61 -1.12
65 1.2270 0.57 0.62 -0.62 0.62 -1.13
64 1.2215 0.57 0.61 -0.61
0.62 -1.13
67 1.2376 0.57 0.62 -0.62 0.62 -1.14
66 1.2323 0.57 0.62 -0.62
0.62 -1.14
69 1.2481 0.58 0.63 -0.63 0.63 -1.15
68 1.2429 0.58 0.62 -0.62
0.63 -1.15
71 1.2583 0.58 0.63 -0.63 0.63 -1.16
70 1.2532 0.58 0.63 -0.63
0.63 -1.16
73 1.2683 0.59 0.64 -0.64 0.64 -1.17
72 1.2633 0.59 0.63 -0.63
0.64 -1.17
75 1.2782 0.59 0.64 -0.64 0.64 -1.17
74 1.2733 0.59 0.64 -0.64
0.64 -1.18
77 1.2878 0.60 0.65 -0.65 0.65 -1.18
76 1.2830 0.60 0.64 -0.64
0.65 -1.19
79 1.2973 0.60 0.65 -0.65 0.65 -1.19
78 1.2926 0.60 0.65 -0.65
0.65 -1.20
81 1.3066 0.61 0.66 -0.66 0.66 -1.20
80 1.3019 0.60 0.65 -0.65
0.66 -1.21
83 1.3157 0.61 0.66 -0.66 0.66 -1.21
82 1.3112 0.61 0.66 -0.66
0.66 -1.21
85 1.3247 0.62 0.66 -0.66 0.66 -1.22
84 1.3202 0.61 0.66 -0.66
0.67 -1.22
87 1.3335 0.62 0.67 -0.67 0.67 -1.23
86 1.3291 0.62 0.67 -0.67
0.67 -1.23
89 1.3422 0.62 0.67 -0.67 0.67 -1.23
88 1.3379 0.62 0.67 -0.67
0.68 -1.24
91 1.3508 0.63 0.68 -0.68 0.68 -1.24
90 1.3465 0.63 0.68 -0.68
0.68 -1.25
93 1.3592 0.63 0.68 -0.68 0.68 -1.25
92 1.3550 0.63 0.68 -0.68
0.68 -1.25
95 1.3675 0.63 0.69 -0.69 0.69 -1.26
94 1.3633 0.63 0.68 -0.68
-
7/28/2019 Design Wind Load Calcs_height 18m Above
2/9
DESIGN WIND PRESSURE:
Reference: AMERICAN SOCIETY OF CIVIL ENGINEERS 7-05 (ASCE 7-05)
= C GCpi1 = 0.18
= I GCpi2 = -0.18
= 66 mph
= 29.5 m/s
= 0.87= 274.32
= 9.5 GCp1 = 0.9 GCp1 = 0.9
= 1.0 GCp2 = -0.9 GCp2 = -1.8
Floor
Height
(m)
1
1
1
11
1
1
1
1
1
1
1
1
1
1
1
1
1
11
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
11
1
1
1
1
1
1
1
1
1
1
1
1
1
11
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
End Wall
Nominal height of the atmospheric boundary layer, zg Wall Area (4) Corner Area (5)
3-second gust-speed power law exponent, a
Topographic Coefficient, Kzt
Internal Pressure Coefficient
Exposure Category
Occupancy Category
Basic Wind Speed, V
Importance Factor, I External Pressure Coefficient
-WL @ 5
Kz = 2.01(z/zg)(2/a)
qz = 0.000613KzKztV2Iw Pz1 = qz(GCp1-GCpi2) Pz2 = qz(GCp2-GCpi1) Pz1 = qz(GCp1-GCpi2) Pz2 = qz(GCp2-GCpi1)
(m) Kz (kPa) +WL @ 4 -WL @ 4 +WL @ 5
Floor Level
Height from Velocity Exposure Velocity Pressure, Design Wind Pressure (kPa)
Ground Level, z Coefficient, qz Mid Wall
1 0.6164 0.29 0.31 -0.31 0.31 -0.57
0.36 -0.66
3 0.7768 0.36 0.39 -0.39 0.39 -0.71
2 0.7133 0.33 0.36 -0.36
0.41 -0.765 0.8650 0.40 0.43 -0.43 0.43 -0.804 0.8253 0.38 0.41 -0.41
0.45 -0.83
7 0.9285 0.43 0.47 -0.47 0.47 -0.85
6 0.8989 0.42 0.45 -0.45
0.48 -0.88
9 0.9790 0.45 0.49 -0.49 0.49 -0.90
8 0.9550 0.44 0.48 -0.48
0.50 -0.92
11 1.0212 0.47 0.51 -0.51 0.51 -0.94
10 1.0009 0.46 0.50 -0.50
0.52 -0.96
13 1.0578 0.49 0.53 -0.53 0.53 -0.97
12 1.0401 0.48 0.52 -0.52
0.54 -0.99
15 1.0901 0.51 0.55 -0.55 0.55 -1.00
14 1.0744 0.50 0.54 -0.54
0.55 -1.02
17 1.1192 0.52 0.56 -0.56 0.56 -1.03
16 1.1050 0.51 0.55 -0.55
0.57 -1.04
19 1.1458 0.53 0.57 -0.57 0.57 -1.05
18 1.1328 0.53 0.57 -0.57
0.58 -1.06
21 1.1701 0.54 0.59 -0.59 0.59 -1.08
20 1.1582 0.54 0.58 -0.58
0.59 -1.09
23 1.1928 0.55 0.60 -0.60 0.60 -1.10
22 1.1817 0.55 0.59 -0.59
0.60 -1.11
25 1.2139 0.56 0.61 -0.61 0.61 -1.12
24 1.2035 0.56 0.60 -0.60
0.61 -1.13
27 1.2337 0.57 0.62 -0.62 0.62 -1.13
26 1.2240 0.57 0.61 -0.61
0.62 -1.14
29 1.2524 0.58 0.63 -0.63 0.63 -1.15
28 1.2432 0.58 0.62 -0.62
0.63 -1.16
31 1.2701 0.59 0.64 -0.64 0.64 -1.17
30 1.2614 0.59 0.63 -0.63
0.64 -1.18
33 1.2870 0.60 0.65 -0.65 0.65 -1.18
32 1.2787 0.59 0.64 -0.64
0.65 -1.19
35 1.3030 0.60 0.65 -0.65 0.65 -1.20
34 1.2951 0.60 0.65 -0.65
0.66 -1.20
37 1.3183 0.61 0.66 -0.66 0.66 -1.21
36 1.3108 0.61 0.66 -0.66
0.66 -1.22
39 1.3330 0.62 0.67 -0.67 0.67 -1.23
38 1.3258 0.62 0.66 -0.66
0.67 -1.23
41 1.3471 0.63 0.68 -0.68 0.68 -1.24
40 1.3402 0.62 0.67 -0.67
0.68 -1.24
43 1.3607 0.63 0.68 -0.68 0.68 -1.25
42 1.3540 0.63 0.68 -0.68
0.69 -1.26
45 1.3738 0.64 0.69 -0.69 0.69 -1.26
44 1.3673 0.63 0.69 -0.69
0.69 -1.27
47 1.3864 0.64 0.70 -0.70 0.70 -1.27
46 1.3802 0.64 0.69 -0.69
0.70 -1.28
49 1.3987 0.65 0.70 -0.70 0.70 -1.29
48 1.3926 0.65 0.70 -0.70
0.70 -1.2951 1.4105 0.65 0.71 -0.71 0.71 -1.3050 1.4046 0.65 0.70 -0.70
0.71 -1.30
53 1.4219 0.66 0.71 -0.71 0.71 -1.31
52 1.4163 0.66 0.71 -0.71
0.72 -1.31
55 1.4331 0.67 0.72 -0.72 0.72 -1.32
54 1.4276 0.66 0.72 -0.72
0.72 -1.32
57 1.4439 0.67 0.72 -0.72 0.72 -1.33
56 1.4385 0.67 0.72 -0.72
0.73 -1.33
59 1.4544 0.68 0.73 -0.73 0.73 -1.34
58 1.4492 0.67 0.73 -0.73
0.73 -1.34
61 1.4647 0.68 0.73 -0.73 0.73 -1.35
60 1.4596 0.68 0.73 -0.73
0.74 -1.35
63 1.4746 0.68 0.74 -0.74 0.74 -1.36
62 1.4697 0.68 0.74 -0.74
0.74 -1.36
65 1.4844 0.69 0.74 -0.74 0.74 -1.36
64 1.4795 0.69 0.74 -0.74
0.75 -1.37
67 1.4939 0.69 0.75 -0.75 0.75 -1.37
66 1.4892 0.69 0.75 -0.75
0.75 -1.38
69 1.5032 0.70 0.75 -0.75 0.75 -1.38
68 1.4985 0.70 0.75 -0.75
0.76 -1.39
71 1.5122 0.70 0.76 -0.76 0.76 -1.39
70 1.5077 0.70 0.76 -0.76
0.76 -1.39
73 1.5211 0.71 0.76 -0.76 0.76 -1.40
72 1.5167 0.70 0.76 -0.76
0.76 -1.40
75 1.5298 0.71 0.77 -0.77 0.77 -1.41
74 1.5255 0.71 0.76 -0.76
0.77 -1.41
77 1.5383 0.71 0.77 -0.77 0.77 -1.41
76 1.5340 0.71 0.77 -0.77
0.77 -1.42
79 1.5466 0.72 0.78 -0.78 0.78 -1.42
78 1.5425 0.72 0.77 -0.77
0.78 -1.43
81 1.5548 0.72 0.78 -0.78 0.78 -1.43
80 1.5507 0.72 0.78 -0.78
0.78 -1.43
83 1.5628 0.73 0.78 -0.78 0.78 -1.44
82 1.5588 0.72 0.78 -0.78
0.79 -1.44
85 1.5706 0.73 0.79 -0.79 0.79 -1.44
84 1.5667 0.73 0.79 -0.79
0.79 -1.45
87 1.5783 0.73 0.79 -0.79 0.79 -1.45
86 1.5745 0.73 0.79 -0.79
0.79 -1.45
89 1.5859 0.74 0.80 -0.80 0.80 -1.46
88 1.5821 0.73 0.79 -0.79
0.80 -1.46
91 1.5933 0.74 0.80 -0.80 0.80 -1.46
90 1.5896 0.74 0.80 -0.80
0.80 -1.47
93 1.6006 0.74 0.80 -0.80 0.80 -1.47
92 1.5970 0.74 0.80 -0.80
0.80 -1.47
95 1.6078 0.75 0.81 -0.81 0.81 -1.48
94 1.6043 0.74 0.80 -0.80
-
7/28/2019 Design Wind Load Calcs_height 18m Above
3/9
DESIGN WIND PRESSURE:
Reference: AMERICAN SOCIETY OF CIVIL ENGINEERS 7-05 (ASCE 7-05)
= D GCpi1 = 0.18
= I GCpi2 = -0.18
= 66 mph
= 29.5 m/s
= 0.87= 213.36
= 11.5 GCp1 = 0.9 GCp1 = 0.9
= 1.0 GCp2 = -0.9 GCp2 = -1.8
Floor
Height
(m)
1
1
1
11
1
1
1
1
1
1
1
1
1
1
1
1
1
11
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
11
1
1
1
1
1
1
1
1
1
1
1
1
1
11
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
End Wall
Nominal height of the atmospheric boundary layer, zg Wall Area (4) Corner Area (5)
3-second gust-speed power law exponent, a
Topographic Coefficient, Kzt
Internal Pressure Coefficient
Exposure Category
Occupancy Category
Basic Wind Speed, V
Importance Factor, I External Pressure Coefficient
-WL @ 5
Kz = 2.01(z/zg)(2/a)
qz = 0.000613KzKztV2Iw Pz1 = qz(GCp1-GCpi2) Pz2 = qz(GCp2-GCpi1) Pz1 = qz(GCp1-GCpi2) Pz2 = qz(GCp2-GCpi1)
(m) Kz (kPa) +WL @ 4 -WL @ 4 +WL @ 5
Floor Level
Height from Velocity Exposure Velocity Pressure, Design Wind Pressure (kPa)
Ground Level, z Coefficient, qz Mid Wall
1 0.7909 0.37 0.40 -0.40 0.40 -0.73
0.45 -0.82
3 0.9574 0.44 0.48 -0.48 0.48 -0.88
2 0.8922 0.41 0.45 -0.45
0.50 -0.935 1.0464 0.49 0.52 -0.52 0.52 -0.964 1.0066 0.47 0.50 -0.50
0.54 -0.99
7 1.1094 0.52 0.56 -0.56 0.56 -1.02
6 1.0801 0.50 0.54 -0.54
0.57 -1.04
9 1.1590 0.54 0.58 -0.58 0.58 -1.07
8 1.1355 0.53 0.57 -0.57
0.59 -1.09
11 1.2002 0.56 0.60 -0.60 0.60 -1.10
10 1.1804 0.55 0.59 -0.59
0.61 -1.12
13 1.2356 0.57 0.62 -0.62 0.62 -1.14
12 1.2185 0.57 0.61 -0.61
0.63 -1.15
15 1.2667 0.59 0.64 -0.64 0.64 -1.16
14 1.2516 0.58 0.63 -0.63
0.64 -1.18
17 1.2946 0.60 0.65 -0.65 0.65 -1.19
16 1.2810 0.59 0.64 -0.64
0.66 -1.20
19 1.3199 0.61 0.66 -0.66 0.66 -1.21
18 1.3075 0.61 0.66 -0.66
0.67 -1.22
21 1.3430 0.62 0.67 -0.67 0.67 -1.23
20 1.3317 0.62 0.67 -0.67
0.68 -1.24
23 1.3644 0.63 0.68 -0.68 0.68 -1.25
22 1.3539 0.63 0.68 -0.68
0.69 -1.26
25 1.3844 0.64 0.69 -0.69 0.69 -1.27
24 1.3746 0.64 0.69 -0.69
0.70 -1.28
27 1.4030 0.65 0.70 -0.70 0.70 -1.29
26 1.3938 0.65 0.70 -0.70
0.71 -1.30
29 1.4206 0.66 0.71 -0.71 0.71 -1.31
28 1.4119 0.66 0.71 -0.71
0.72 -1.31
31 1.4371 0.67 0.72 -0.72 0.72 -1.32
30 1.4290 0.66 0.72 -0.72
0.72 -1.33
33 1.4529 0.67 0.73 -0.73 0.73 -1.34
32 1.4451 0.67 0.72 -0.72
0.73 -1.34
35 1.4678 0.68 0.74 -0.74 0.74 -1.35
34 1.4604 0.68 0.73 -0.73
0.74 -1.36
37 1.4821 0.69 0.74 -0.74 0.74 -1.36
36 1.4750 0.68 0.74 -0.74
0.75 -1.37
39 1.4957 0.69 0.75 -0.75 0.75 -1.37
38 1.4889 0.69 0.75 -0.75
0.75 -1.38
41 1.5087 0.70 0.76 -0.76 0.76 -1.39
40 1.5023 0.70 0.75 -0.75
0.76 -1.39
43 1.5213 0.71 0.76 -0.76 0.76 -1.40
42 1.5151 0.70 0.76 -0.76
0.77 -1.40
45 1.5334 0.71 0.77 -0.77 0.77 -1.41
44 1.5274 0.71 0.77 -0.77
0.77 -1.41
47 1.5450 0.72 0.77 -0.77 0.77 -1.42
46 1.5392 0.71 0.77 -0.77
0.78 -1.43
49 1.5563 0.72 0.78 -0.78 0.78 -1.43
48 1.5507 0.72 0.78 -0.78
0.78 -1.4451 1.5671 0.73 0.79 -0.79 0.79 -1.4450 1.5617 0.73 0.78 -0.78
0.79 -1.45
53 1.5776 0.73 0.79 -0.79 0.79 -1.45
52 1.5724 0.73 0.79 -0.79
0.79 -1.45
55 1.5878 0.74 0.80 -0.80 0.80 -1.46
54 1.5828 0.73 0.79 -0.79
0.80 -1.46
57 1.5977 0.74 0.80 -0.80 0.80 -1.47
56 1.5928 0.74 0.80 -0.80
0.80 -1.47
59 1.6073 0.75 0.81 -0.81 0.81 -1.48
58 1.6026 0.74 0.80 -0.80
0.81 -1.48
61 1.6167 0.75 0.81 -0.81 0.81 -1.49
60 1.6120 0.75 0.81 -0.81
0.81 -1.49
63 1.6258 0.75 0.82 -0.82 0.82 -1.49
62 1.6213 0.75 0.81 -0.81
0.82 -1.50
65 1.6346 0.76 0.82 -0.82 0.82 -1.50
64 1.6302 0.76 0.82 -0.82
0.82 -1.51
67 1.6433 0.76 0.82 -0.82 0.82 -1.51
66 1.6390 0.76 0.82 -0.82
0.83 -1.51
69 1.6517 0.77 0.83 -0.83 0.83 -1.52
68 1.6475 0.76 0.83 -0.83
0.83 -1.52
71 1.6599 0.77 0.83 -0.83 0.83 -1.53
70 1.6558 0.77 0.83 -0.83
0.83 -1.53
73 1.6680 0.77 0.84 -0.84 0.84 -1.53
72 1.6640 0.77 0.83 -0.83
0.84 -1.54
75 1.6758 0.78 0.84 -0.84 0.84 -1.54
74 1.6719 0.78 0.84 -0.84
0.84 -1.54
77 1.6835 0.78 0.84 -0.84 0.84 -1.55
76 1.6797 0.78 0.84 -0.84
0.85 -1.55
79 1.6910 0.79 0.85 -0.85 0.85 -1.55
78 1.6873 0.78 0.85 -0.85
0.85 -1.56
81 1.6984 0.79 0.85 -0.85 0.85 -1.56
80 1.6947 0.79 0.85 -0.85
0.85 -1.56
83 1.7056 0.79 0.86 -0.86 0.86 -1.57
82 1.7020 0.79 0.85 -0.85
0.86 -1.57
85 1.7127 0.80 0.86 -0.86 0.86 -1.57
84 1.7092 0.79 0.86 -0.86
0.86 -1.58
87 1.7197 0.80 0.86 -0.86 0.86 -1.58
86 1.7162 0.80 0.86 -0.86
0.86 -1.58
89 1.7265 0.80 0.87 -0.87 0.87 -1.59
88 1.7231 0.80 0.86 -0.86
0.87 -1.59
91 1.7331 0.80 0.87 -0.87 0.87 -1.59
90 1.7298 0.80 0.87 -0.87
0.87 -1.60
93 1.7397 0.81 0.87 -0.87 0.87 -1.60
92 1.7364 0.81 0.87 -0.87
0.87 -1.60
95 1.7462 0.81 0.88 -0.88 0.88 -1.61
94 1.7430 0.81 0.87 -0.87
-
7/28/2019 Design Wind Load Calcs_height 18m Above
4/9
DESIGN WIND PRESSURE:
Reference: AMERICAN SOCIETY OF CIVIL ENGINEERS 7-05 (ASCE 7-05)
= B GCpi1 = 0.18
= II GCpi2 = -0.18
= 66 mph
= 29.5 m/s
= 1.0= 365.76
= 7.0 GCp1 = 0.9 GCp1 = 0.9
= 1.0 GCp2 = -0.9 GCp2 = -1.8
Floor
Height
(m)
1
1
1
11
1
1
1
1
1
1
1
1
1
1
1
1
1
11
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
11
1
1
1
1
1
1
1
1
1
1
1
1
1
11
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
End Wall
Nominal height of the atmospheric boundary layer, zg Wall Area (4) Corner Area (5)
3-second gust-speed power law exponent, a
Topographic Coefficient, Kzt
Internal Pressure Coefficient
Exposure Category
Occupancy Category
Basic Wind Speed, V
Importance Factor, I External Pressure Coefficient
-WL @ 5
Kz = 2.01(z/zg)(2/a)
qz = 0.000613KzKztV2Iw Pz1 = qz(GCp1-GCpi2) Pz2 = qz(GCp2-GCpi1) Pz1 = qz(GCp1-GCpi2) Pz2 = qz(GCp2-GCpi1)
(m) Kz (kPa) +WL @ 4 -WL @ 4 +WL @ 5
Floor Level
Height from Velocity Exposure Velocity Pressure, Design Wind Pressure (kPa)
Ground Level, z Coefficient, qz Mid Wall
1 0.3723 0.20 0.21 -0.21 0.21 -0.39
0.26 -0.48
3 0.5095 0.27 0.29 -0.29 0.29 -0.54
2 0.4538 0.24 0.26 -0.26
0.32 -0.585 0.5896 0.31 0.34 -0.34 0.34 -0.624 0.5532 0.30 0.32 -0.32
0.36 -0.66
7 0.6491 0.35 0.37 -0.37 0.37 -0.69
6 0.6211 0.33 0.36 -0.36
0.39 -0.71
9 0.6974 0.37 0.40 -0.40 0.40 -0.74
8 0.6743 0.36 0.39 -0.39
0.41 -0.76
11 0.7386 0.39 0.43 -0.43 0.43 -0.78
10 0.7187 0.38 0.41 -0.41
0.44 -0.80
13 0.7747 0.41 0.45 -0.45 0.45 -0.82
12 0.7572 0.40 0.44 -0.44
0.46 -0.84
15 0.8070 0.43 0.47 -0.47 0.47 -0.85
14 0.7913 0.42 0.46 -0.46
0.47 -0.87
17 0.8364 0.45 0.48 -0.48 0.48 -0.88
16 0.8220 0.44 0.47 -0.47
0.49 -0.90
19 0.8634 0.46 0.50 -0.50 0.50 -0.91
18 0.8502 0.45 0.49 -0.49
0.50 -0.93
21 0.8884 0.47 0.51 -0.51 0.51 -0.94
20 0.8761 0.47 0.50 -0.50
0.52 -0.95
23 0.9118 0.49 0.53 -0.53 0.53 -0.96
22 0.9003 0.48 0.52 -0.52
0.53 -0.98
25 0.9338 0.50 0.54 -0.54 0.54 -0.99
24 0.9230 0.49 0.53 -0.53
0.54 -1.00
27 0.9546 0.51 0.55 -0.55 0.55 -1.01
26 0.9443 0.50 0.54 -0.54
0.56 -1.02
29 0.9743 0.52 0.56 -0.56 0.56 -1.03
28 0.9646 0.51 0.56 -0.56
0.57 -1.04
31 0.9930 0.53 0.57 -0.57 0.57 -1.05
30 0.9838 0.52 0.57 -0.57
0.58 -1.06
33 1.0109 0.54 0.58 -0.58 0.58 -1.07
32 1.0021 0.53 0.58 -0.58
0.59 -1.08
35 1.0281 0.55 0.59 -0.59 0.59 -1.09
34 1.0196 0.54 0.59 -0.59
0.60 -1.10
37 1.0445 0.56 0.60 -0.60 0.60 -1.10
36 1.0364 0.55 0.60 -0.60
0.61 -1.11
39 1.0603 0.57 0.61 -0.61 0.61 -1.12
38 1.0525 0.56 0.61 -0.61
0.62 -1.13
41 1.0756 0.57 0.62 -0.62 0.62 -1.14
40 1.0680 0.57 0.62 -0.62
0.62 -1.14
43 1.0903 0.58 0.63 -0.63 0.63 -1.15
42 1.0830 0.58 0.62 -0.62
0.63 -1.16
45 1.1046 0.59 0.64 -0.64 0.64 -1.17
44 1.0975 0.59 0.63 -0.63
0.64 -1.17
47 1.1184 0.60 0.64 -0.64 0.64 -1.18
46 1.1115 0.59 0.64 -0.64
0.65 -1.19
49 1.1318 0.60 0.65 -0.65 0.65 -1.20
48 1.1251 0.60 0.65 -0.65
0.66 -1.2051 1.1448 0.61 0.66 -0.66 0.66 -1.2150 1.1383 0.61 0.66 -0.66
0.66 -1.22
53 1.1575 0.62 0.67 -0.67 0.67 -1.22
52 1.1512 0.61 0.66 -0.66
0.67 -1.23
55 1.1698 0.62 0.67 -0.67 0.67 -1.24
54 1.1637 0.62 0.67 -0.67
0.68 -1.24
57 1.1818 0.63 0.68 -0.68 0.68 -1.25
56 1.1758 0.63 0.68 -0.68
0.68 -1.25
59 1.1935 0.64 0.69 -0.69 0.69 -1.26
58 1.1877 0.63 0.68 -0.68
0.69 -1.27
61 1.2049 0.64 0.69 -0.69 0.69 -1.27
60 1.1992 0.64 0.69 -0.69
0.70 -1.28
63 1.2161 0.65 0.70 -0.70 0.70 -1.28
62 1.2105 0.65 0.70 -0.70
0.70 -1.29
65 1.2270 0.65 0.71 -0.71 0.71 -1.30
64 1.2215 0.65 0.70 -0.70
0.71 -1.30
67 1.2376 0.66 0.71 -0.71 0.71 -1.31
66 1.2323 0.66 0.71 -0.71
0.72 -1.31
69 1.2481 0.67 0.72 -0.72 0.72 -1.32
68 1.2429 0.66 0.72 -0.72
0.72 -1.32
71 1.2583 0.67 0.73 -0.73 0.73 -1.33
70 1.2532 0.67 0.72 -0.72
0.73 -1.33
73 1.2683 0.68 0.73 -0.73 0.73 -1.34
72 1.2633 0.67 0.73 -0.73
0.73 -1.35
75 1.2782 0.68 0.74 -0.74 0.74 -1.35
74 1.2733 0.68 0.73 -0.73
0.74 -1.36
77 1.2878 0.69 0.74 -0.74 0.74 -1.36
76 1.2830 0.68 0.74 -0.74
0.74 -1.37
79 1.2973 0.69 0.75 -0.75 0.75 -1.37
78 1.2926 0.69 0.74 -0.74
0.75 -1.38
81 1.3066 0.70 0.75 -0.75 0.75 -1.38
80 1.3019 0.69 0.75 -0.75
0.76 -1.39
83 1.3157 0.70 0.76 -0.76 0.76 -1.39
82 1.3112 0.70 0.76 -0.76
0.76 -1.39
85 1.3247 0.71 0.76 -0.76 0.76 -1.40
84 1.3202 0.70 0.76 -0.76
0.77 -1.40
87 1.3335 0.71 0.77 -0.77 0.77 -1.41
86 1.3291 0.71 0.77 -0.77
0.77 -1.41
89 1.3422 0.72 0.77 -0.77 0.77 -1.42
88 1.3379 0.71 0.77 -0.77
0.78 -1.42
91 1.3508 0.72 0.78 -0.78 0.78 -1.43
90 1.3465 0.72 0.78 -0.78
0.78 -1.43
93 1.3592 0.73 0.78 -0.78 0.78 -1.44
92 1.3550 0.72 0.78 -0.78
0.79 -1.44
95 1.3675 0.73 0.79 -0.79 0.79 -1.44
94 1.3633 0.73 0.79 -0.79
-
7/28/2019 Design Wind Load Calcs_height 18m Above
5/9
DESIGN WIND PRESSURE:
Reference: AMERICAN SOCIETY OF CIVIL ENGINEERS 7-05 (ASCE 7-05)
= C GCpi1 = 0.18
= II GCpi2 = -0.18
= 66 mph
= 29.5 m/s
= 1.0= 274.32
= 9.5 GCp1 = 0.9 GCp1 = 0.9
= 1.0 GCp2 = -0.9 GCp2 = -1.8
Floor
Height
(m)
1
1
1
11
1
1
1
1
1
1
1
1
1
1
1
1
1
11
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
11
1
1
1
1
1
1
1
1
1
1
1
1
1
11
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
-0.73 0.73 -1.3330 1.2614 0.67 0.73
-0.72 0.72 -1.31
29 1.2524 0.67 0.72 -0.72 0.72 -1.32
28 1.2432 0.66 0.72
-0.71 0.71 -1.29
27 1.2337 0.66 0.71 -0.71 0.71 -1.30
26 1.2240 0.65 0.71
-0.69 0.69 -1.27
25 1.2139 0.65 0.70 -0.70 0.70 -1.28
24 1.2035 0.64 0.69
-0.68 0.68 -1.25
23 1.1928 0.64 0.69 -0.69 0.69 -1.26
22 1.1817 0.63 0.68
-0.67 0.67 -1.22
21 1.1701 0.62 0.67 -0.67 0.67 -1.24
20 1.1582 0.62 0.67
-0.65 0.65 -1.20
19 1.1458 0.61 0.66 -0.66 0.66 -1.21
18 1.1328 0.60 0.65
-0.64 0.64 -1.17
17 1.1192 0.60 0.65 -0.65 0.65 -1.18
16 1.1050 0.59 0.64
-0.62 0.62 -1.14
15 1.0901 0.58 0.63 -0.63 0.63 -1.15
14 1.0744 0.57 0.62
-0.60 0.60 -1.10
13 1.0578 0.56 0.61 -0.61 0.61 -1.12
12 1.0401 0.56 0.60
-0.58 0.58 -1.06
11 1.0212 0.54 0.59 -0.59 0.59 -1.08
10 1.0009 0.53 0.58
-0.55 0.55 -1.01
9 0.9790 0.52 0.56 -0.56 0.56 -1.03
8 0.9550 0.51 0.55
-0.52 0.52 -0.95
7 0.9285 0.50 0.54 -0.54 0.54 -0.98
6 0.8989 0.48 0.52
End Wall
Internal Pressure Coefficient
Exposure Category
Occupancy Category
Importance Factor, I External Pressure CoefficientNominal height of the atmospheric boundary layer, zg Wall Area (4) Corner Area (5)
3-second gust-speed power law exponent, a
Topographic Coefficient, Kzt
Basic Wind Speed, V
-WL @ 5
Kz = 2.01(z/zg)(2/a)
qz = 0.000613KzKztV2Iw Pz1 = qz(GCp1-GCpi2) Pz2 = qz(GCp2-GCpi1) Pz1 = qz(GCp1-GCpi2) Pz2 = qz(GCp2-GCpi1)
(m) Kz (kPa) +WL @ 4 -WL @ 4 +WL @ 5
Floor Level
Height from Velocity Exposure Velocity Pressure, Design Wind Pressure (kPa)
Ground Level, z Coefficient, qz Mid Wall
1 0.6164 0.33 0.36 -0.36 0.36 -0.65
0.41 -0.75
3 0.7768 0.41 0.45 -0.45 0.45 -0.82
2 0.7133 0.38 0.41 -0.41
0.48 -0.875 0.8650 0.46 0.50 -0.50 0.50 -0.914 0.8253 0.44 0.48 -0.48
31 1.2701 0.68 0.73 -0.73 0.73 -1.34
32 1.2787 0.68 0.74 -0.74 0.74 -1.35
33 1.2870 0.69 0.74 -0.74 0.74 -1.36
34 1.2951 0.69 0.75 -0.75 0.75 -1.37
35 1.3030 0.70 0.75 -0.75 0.75 -1.38
36 1.3108 0.70 0.76 -0.76 0.76 -1.38
37 1.3183 0.70 0.76 -0.76 0.76 -1.39
38 1.3258 0.71 0.76 -0.76 0.76 -1.40
39 1.3330 0.71 0.77 -0.77 0.77 -1.41
40 1.3402 0.72 0.77 -0.77 0.77 -1.42
41 1.3471 0.72 0.78 -0.78 0.78 -1.42
42 1.3540 0.72 0.78 -0.78 0.78 -1.43
43 1.3607 0.73 0.78 -0.78 0.78 -1.44
44 1.3673 0.73 0.79 -0.79 0.79 -1.44
45 1.3738 0.73 0.79 -0.79 0.79 -1.45
46 1.3802 0.74 0.80 -0.80 0.80 -1.46
47 1.3864 0.74 0.80 -0.80 0.80 -1.46
48 1.3926 0.74 0.80 -0.80 0.80 -1.47
49 1.3987 0.75 0.81 -0.81 0.81 -1.48
50 1.4046 0.75 0.81 -0.81 0.81 -1.4851 1.4105 0.75 0.81 -0.81 0.81 -1.49
52 1.4163 0.76 0.82 -0.82 0.82 -1.50
53 1.4219 0.76 0.82 -0.82 0.82 -1.50
54 1.4276 0.76 0.82 -0.82 0.82 -1.51
55 1.4331 0.76 0.83 -0.83 0.83 -1.51
56 1.4385 0.77 0.83 -0.83 0.83 -1.52
57 1.4439 0.77 0.83 -0.83 0.83 -1.53
58 1.4492 0.77 0.84 -0.84 0.84 -1.53
59 1.4544 0.78 0.84 -0.84 0.84 -1.54
60 1.4596 0.78 0.84 -0.84 0.84 -1.54
61 1.4647 0.78 0.84 -0.84 0.84 -1.55
62 1.4697 0.78 0.85 -0.85 0.85 -1.55
63 1.4746 0.79 0.85 -0.85 0.85 -1.56
64 1.4795 0.79 0.85 -0.85 0.85 -1.56
65 1.4844 0.79 0.86 -0.86 0.86 -1.5766 1.4892 0.79 0.86 -0.86 0.86 -1.57
67 1.4939 0.80 0.86 -0.86 0.86 -1.58
68 1.4985 0.80 0.86 -0.86 0.86 -1.58
69 1.5032 0.80 0.87 -0.87 0.87 -1.59
70 1.5077 0.80 0.87 -0.87 0.87 -1.59
71 1.5122 0.81 0.87 -0.87 0.87 -1.60
72 1.5167 0.81 0.87 -0.87 0.87 -1.60
73 1.5211 0.81 0.88 -0.88 0.88 -1.61
74 1.5255 0.81 0.88 -0.88 0.88 -1.61
75 1.5298 0.82 0.88 -0.88 0.88 -1.62
76 1.5340 0.82 0.88 -0.88 0.88 -1.62
77 1.5383 0.82 0.89 -0.89 0.89 -1.63
78 1.5425 0.82 0.89 -0.89 0.89 -1.63
79 1.5466 0.83 0.89 -0.89 0.89 -1.63
80 1.5507 0.83 0.89 -0.89 0.89 -1.64
81 1.5548 0.83 0.90 -0.90 0.90 -1.64
82 1.5588 0.83 0.90 -0.90 0.90 -1.65
83 1.5628 0.83 0.90 -0.90 0.90 -1.65
84 1.5667 0.84 0.90 -0.90 0.90 -1.66
85 1.5706 0.84 0.91 -0.91 0.91 -1.66
86 1.5745 0.84 0.91 -0.91 0.91 -1.66
87 1.5783 0.84 0.91 -0.91 0.91 -1.67
88 1.5821 0.84 0.91 -0.91 0.91 -1.67
89 1.5859 0.85 0.91 -0.91 0.91 -1.68
90 1.5896 0.85 0.92 -0.92 0.92 -1.68
91 1.5933 0.85 0.92 -0.92 0.92 -1.68
92 1.5970 0.85 0.92 -0.92 0.92 -1.69
95 1.6078 0.86 0.93 -0.93 0.93 -1.70
93 1.6006 0.85 0.92 -0.92 0.92 -1.69
94 1.6043 0.86 0.92 -0.92 0.92 -1.70
-
7/28/2019 Design Wind Load Calcs_height 18m Above
6/9
DESIGN WIND PRESSURE:
Reference: AMERICAN SOCIETY OF CIVIL ENGINEERS 7-05 (ASCE 7-05)
= D GCpi1 = 0.18
= II GCpi2 = -0.18
= 66 mph
= 29.5 m/s
= 1.0= 213.36
= 11.5 GCp1 = 0.9 GCp1 = 0.9
= 1.0 GCp2 = -0.9 GCp2 = -1.8
Floor
Height
(m)
1
1
1
11
1
1
1
1
1
1
1
1
1
1
1
1
1
11
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
11
1
1
1
1
1
1
1
1
1
1
1
1
1
11
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
End Wall
Nominal height of the atmospheric boundary layer, zg Wall Area (4) Corner Area (5)
3-second gust-speed power law exponent, a
Topographic Coefficient, Kzt
Internal Pressure Coefficient
Exposure Category
Occupancy Category
Basic Wind Speed, V
Importance Factor, I External Pressure Coefficient
-WL @ 5
Kz = 2.01(z/zg)(2/a)
qz = 0.000613KzKztV2Iw Pz1 = qz(GCp1-GCpi2) Pz2 = qz(GCp2-GCpi1) Pz1 = qz(GCp1-GCpi2) Pz2 = qz(GCp2-GCpi1)
(m) Kz (kPa) +WL @ 4 -WL @ 4 +WL @ 5
Floor Level
Height from Velocity Exposure Velocity Pressure, Design Wind Pressure (kPa)
Ground Level, z Coefficient, qz Mid Wall
1 0.7909 0.42 0.46 -0.46 0.46 -0.84
0.51 -0.94
3 0.9574 0.51 0.55 -0.55 0.55 -1.01
2 0.8922 0.48 0.51 -0.51
0.58 -1.065 1.0464 0.56 0.60 -0.60 0.60 -1.114 1.0066 0.54 0.58 -0.58
0.62 -1.14
7 1.1094 0.59 0.64 -0.64 0.64 -1.17
6 1.0801 0.58 0.62 -0.62
0.65 -1.20
9 1.1590 0.62 0.67 -0.67 0.67 -1.22
8 1.1355 0.61 0.65 -0.65
0.68 -1.25
11 1.2002 0.64 0.69 -0.69 0.69 -1.27
10 1.1804 0.63 0.68 -0.68
0.70 -1.29
13 1.2356 0.66 0.71 -0.71 0.71 -1.31
12 1.2185 0.65 0.70 -0.70
0.72 -1.32
15 1.2667 0.68 0.73 -0.73 0.73 -1.34
14 1.2516 0.67 0.72 -0.72
0.74 -1.35
17 1.2946 0.69 0.75 -0.75 0.75 -1.37
16 1.2810 0.68 0.74 -0.74
0.75 -1.38
19 1.3199 0.70 0.76 -0.76 0.76 -1.39
18 1.3075 0.70 0.75 -0.75
0.77 -1.41
21 1.3430 0.72 0.77 -0.77 0.77 -1.42
20 1.3317 0.71 0.77 -0.77
0.78 -1.43
23 1.3644 0.73 0.79 -0.79 0.79 -1.44
22 1.3539 0.72 0.78 -0.78
0.79 -1.45
25 1.3844 0.74 0.80 -0.80 0.80 -1.46
24 1.3746 0.73 0.79 -0.79
0.80 -1.47
27 1.4030 0.75 0.81 -0.81 0.81 -1.48
26 1.3938 0.74 0.80 -0.80
0.81 -1.49
29 1.4206 0.76 0.82 -0.82 0.82 -1.50
28 1.4119 0.75 0.81 -0.81
0.82 -1.51
31 1.4371 0.77 0.83 -0.83 0.83 -1.52
30 1.4290 0.76 0.82 -0.82
0.83 -1.53
33 1.4529 0.78 0.84 -0.84 0.84 -1.54
32 1.4451 0.77 0.83 -0.83
0.84 -1.54
35 1.4678 0.78 0.85 -0.85 0.85 -1.55
34 1.4604 0.78 0.84 -0.84
0.85 -1.56
37 1.4821 0.79 0.85 -0.85 0.85 -1.57
36 1.4750 0.79 0.85 -0.85
0.86 -1.57
39 1.4957 0.80 0.86 -0.86 0.86 -1.58
38 1.4889 0.79 0.86 -0.86
0.87 -1.59
41 1.5087 0.81 0.87 -0.87 0.87 -1.59
40 1.5023 0.80 0.87 -0.87
0.87 -1.60
43 1.5213 0.81 0.88 -0.88 0.88 -1.61
42 1.5151 0.81 0.87 -0.87
0.88 -1.61
45 1.5334 0.82 0.88 -0.88 0.88 -1.62
44 1.5274 0.82 0.88 -0.88
0.89 -1.63
47 1.5450 0.82 0.89 -0.89 0.89 -1.63
46 1.5392 0.82 0.89 -0.89
0.89 -1.64
49 1.5563 0.83 0.90 -0.90 0.90 -1.64
48 1.5507 0.83 0.89 -0.89
0.90 -1.6551 1.5671 0.84 0.90 -0.90 0.90 -1.6650 1.5617 0.83 0.90 -0.90
0.91 -1.66
53 1.5776 0.84 0.91 -0.91 0.91 -1.67
52 1.5724 0.84 0.91 -0.91
0.91 -1.67
55 1.5878 0.85 0.92 -0.92 0.92 -1.68
54 1.5828 0.84 0.91 -0.91
0.92 -1.68
57 1.5977 0.85 0.92 -0.92 0.92 -1.69
56 1.5928 0.85 0.92 -0.92
0.92 -1.69
59 1.6073 0.86 0.93 -0.93 0.93 -1.70
58 1.6026 0.86 0.92 -0.92
0.93 -1.70
61 1.6167 0.86 0.93 -0.93 0.93 -1.71
60 1.6120 0.86 0.93 -0.93
0.93 -1.71
63 1.6258 0.87 0.94 -0.94 0.94 -1.72
62 1.6213 0.87 0.93 -0.93
0.94 -1.72
65 1.6346 0.87 0.94 -0.94 0.94 -1.73
64 1.6302 0.87 0.94 -0.94
0.94 -1.73
67 1.6433 0.88 0.95 -0.95 0.95 -1.74
66 1.6390 0.87 0.94 -0.94
0.95 -1.74
69 1.6517 0.88 0.95 -0.95 0.95 -1.75
68 1.6475 0.88 0.95 -0.95
0.95 -1.75
71 1.6599 0.89 0.96 -0.96 0.96 -1.75
70 1.6558 0.88 0.95 -0.95
0.96 -1.76
73 1.6680 0.89 0.96 -0.96 0.96 -1.76
72 1.6640 0.89 0.96 -0.96
0.96 -1.77
75 1.6758 0.89 0.97 -0.97 0.97 -1.77
74 1.6719 0.89 0.96 -0.96
0.97 -1.77
77 1.6835 0.90 0.97 -0.97 0.97 -1.78
76 1.6797 0.90 0.97 -0.97
0.97 -1.78
79 1.6910 0.90 0.97 -0.97 0.97 -1.79
78 1.6873 0.90 0.97 -0.97
0.98 -1.79
81 1.6984 0.91 0.98 -0.98 0.98 -1.79
80 1.6947 0.90 0.98 -0.98
0.98 -1.80
83 1.7056 0.91 0.98 -0.98 0.98 -1.80
82 1.7020 0.91 0.98 -0.98
0.99 -1.81
85 1.7127 0.91 0.99 -0.99 0.99 -1.81
84 1.7092 0.91 0.99 -0.99
0.99 -1.81
87 1.7197 0.92 0.99 -0.99 0.99 -1.82
86 1.7162 0.92 0.99 -0.99
0.99 -1.82
89 1.7265 0.92 0.99 -0.99 0.99 -1.82
88 1.7231 0.92 0.99 -0.99
1.00 -1.83
91 1.7331 0.92 1.00 -1.00 1.00 -1.83
90 1.7298 0.92 1.00 -1.00
1.00 -1.83
93 1.7397 0.93 1.00 -1.00 1.00 -1.84
92 1.7364 0.93 1.00 -1.00
1.00 -1.84
95 1.7462 0.93 1.01 -1.01 1.01 -1.84
94 1.7430 0.93 1.00 -1.00
-
7/28/2019 Design Wind Load Calcs_height 18m Above
7/9
DESIGN WIND PRESSURE:
Reference: AMERICAN SOCIETY OF CIVIL ENGINEERS 7-05 (ASCE 7-05)
= B GCpi1 = 0.18
= III GCpi2 = -0.18
= 66 mph
= 29.5 m/s
= 1.15= 365.76
= 7.0 GCp1 = 0.9 GCp1 = 0.9
= 1.0 GCp2 = -0.9 GCp2 = -1.8
Floor
Height
(m)
1
1
1
11
1
1
1
1
1
1
1
1
1
1
1
1
1
11
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
11
1
1
1
1
1
1
1
1
1
1
1
1
1
11
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
End Wall
Nominal height of the atmospheric boundary layer, zg Wall Area (4) Corner Area (5)
3-second gust-speed power law exponent, a
Topographic Coefficient, Kzt
Internal Pressure Coefficient
Exposure Category
Occupancy Category
Basic Wind Speed, V
Importance Factor, I External Pressure Coefficient
-WL @ 5
Kz = 2.01(z/zg)(2/a)
qz = 0.000613KzKztV2Iw Pz1 = qz(GCp1-GCpi2) Pz2 = qz(GCp2-GCpi1) Pz1 = qz(GCp1-GCpi2) Pz2 = qz(GCp2-GCpi1)
(m) Kz (kPa) +WL @ 4 -WL @ 4 +WL @ 5
Floor Level
Height from Velocity Exposure Velocity Pressure, Design Wind Pressure (kPa)
Ground Level, z Coefficient, qz Mid Wall
1 0.3723 0.23 0.25 -0.25 0.25 -0.45
0.30 -0.55
3 0.5095 0.31 0.34 -0.34 0.34 -0.62
2 0.4538 0.28 0.30 -0.30
0.37 -0.675 0.5896 0.36 0.39 -0.39 0.39 -0.724 0.5532 0.34 0.37 -0.37
0.41 -0.75
7 0.6491 0.40 0.43 -0.43 0.43 -0.79
6 0.6211 0.38 0.41 -0.41
0.45 -0.82
9 0.6974 0.43 0.46 -0.46 0.46 -0.85
8 0.6743 0.41 0.45 -0.45
0.48 -0.87
11 0.7386 0.45 0.49 -0.49 0.49 -0.90
10 0.7187 0.44 0.48 -0.48
0.50 -0.92
13 0.7747 0.48 0.51 -0.51 0.51 -0.94
12 0.7572 0.46 0.50 -0.50
0.52 -0.96
15 0.8070 0.50 0.53 -0.53 0.53 -0.98
14 0.7913 0.49 0.52 -0.52
0.54 -1.00
17 0.8364 0.51 0.55 -0.55 0.55 -1.02
16 0.8220 0.50 0.54 -0.54
0.56 -1.03
19 0.8634 0.53 0.57 -0.57 0.57 -1.05
18 0.8502 0.52 0.56 -0.56
0.58 -1.06
21 0.8884 0.55 0.59 -0.59 0.59 -1.08
20 0.8761 0.54 0.58 -0.58
0.60 -1.09
23 0.9118 0.56 0.60 -0.60 0.60 -1.11
22 0.9003 0.55 0.60 -0.60
0.61 -1.12
25 0.9338 0.57 0.62 -0.62 0.62 -1.13
24 0.9230 0.57 0.61 -0.61
0.63 -1.15
27 0.9546 0.59 0.63 -0.63 0.63 -1.16
26 0.9443 0.58 0.63 -0.63
0.64 -1.17
29 0.9743 0.60 0.65 -0.65 0.65 -1.18
28 0.9646 0.59 0.64 -0.64
0.65 -1.20
31 0.9930 0.61 0.66 -0.66 0.66 -1.21
30 0.9838 0.60 0.65 -0.65
0.66 -1.22
33 1.0109 0.62 0.67 -0.67 0.67 -1.23
32 1.0021 0.61 0.66 -0.66
0.68 -1.24
35 1.0281 0.63 0.68 -0.68 0.68 -1.25
34 1.0196 0.63 0.68 -0.68
0.69 -1.26
37 1.0445 0.64 0.69 -0.69 0.69 -1.27
36 1.0364 0.64 0.69 -0.69
0.70 -1.28
39 1.0603 0.65 0.70 -0.70 0.70 -1.29
38 1.0525 0.65 0.70 -0.70
0.71 -1.30
41 1.0756 0.66 0.71 -0.71 0.71 -1.31
40 1.0680 0.66 0.71 -0.71
0.72 -1.32
43 1.0903 0.67 0.72 -0.72 0.72 -1.32
42 1.0830 0.66 0.72 -0.72
0.73 -1.33
45 1.1046 0.68 0.73 -0.73 0.73 -1.34
44 1.0975 0.67 0.73 -0.73
0.74 -1.35
47 1.1184 0.69 0.74 -0.74 0.74 -1.36
46 1.1115 0.68 0.74 -0.74
0.75 -1.37
49 1.1318 0.69 0.75 -0.75 0.75 -1.38
48 1.1251 0.69 0.75 -0.75
0.75 -1.3851 1.1448 0.70 0.76 -0.76 0.76 -1.3950 1.1383 0.70 0.75 -0.75
0.76 -1.40
53 1.1575 0.71 0.77 -0.77 0.77 -1.41
52 1.1512 0.71 0.76 -0.76
0.77 -1.41
55 1.1698 0.72 0.78 -0.78 0.78 -1.42
54 1.1637 0.71 0.77 -0.77
0.78 -1.43
57 1.1818 0.73 0.78 -0.78 0.78 -1.44
56 1.1758 0.72 0.78 -0.78
0.79 -1.44
59 1.1935 0.73 0.79 -0.79 0.79 -1.45
58 1.1877 0.73 0.79 -0.79
0.79 -1.46
61 1.2049 0.74 0.80 -0.80 0.80 -1.46
60 1.1992 0.74 0.79 -0.79
0.80 -1.47
63 1.2161 0.75 0.81 -0.81 0.81 -1.48
62 1.2105 0.74 0.80 -0.80
0.81 -1.48
65 1.2270 0.75 0.81 -0.81 0.81 -1.49
64 1.2215 0.75 0.81 -0.81
0.82 -1.50
67 1.2376 0.76 0.82 -0.82 0.82 -1.50
66 1.2323 0.76 0.82 -0.82
0.82 -1.51
69 1.2481 0.77 0.83 -0.83 0.83 -1.52
68 1.2429 0.76 0.82 -0.82
0.83 -1.52
71 1.2583 0.77 0.83 -0.83 0.83 -1.53
70 1.2532 0.77 0.83 -0.83
0.84 -1.54
73 1.2683 0.78 0.84 -0.84 0.84 -1.54
72 1.2633 0.78 0.84 -0.84
0.84 -1.55
75 1.2782 0.78 0.85 -0.85 0.85 -1.55
74 1.2733 0.78 0.84 -0.84
0.85 -1.56
77 1.2878 0.79 0.85 -0.85 0.85 -1.56
76 1.2830 0.79 0.85 -0.85
0.86 -1.57
79 1.2973 0.80 0.86 -0.86 0.86 -1.58
78 1.2926 0.79 0.86 -0.86
0.86 -1.58
81 1.3066 0.80 0.87 -0.87 0.87 -1.59
80 1.3019 0.80 0.86 -0.86
0.87 -1.59
83 1.3157 0.81 0.87 -0.87 0.87 -1.60
82 1.3112 0.80 0.87 -0.87
0.88 -1.60
85 1.3247 0.81 0.88 -0.88 0.88 -1.61
84 1.3202 0.81 0.88 -0.88
0.88 -1.61
87 1.3335 0.82 0.88 -0.88 0.88 -1.62
86 1.3291 0.82 0.88 -0.88
0.89 -1.63
89 1.3422 0.82 0.89 -0.89 0.89 -1.63
88 1.3379 0.82 0.89 -0.89
0.89 -1.64
91 1.3508 0.83 0.90 -0.90 0.90 -1.64
90 1.3465 0.83 0.89 -0.89
0.90 -1.65
93 1.3592 0.83 0.90 -0.90 0.90 -1.65
92 1.3550 0.83 0.90 -0.90
0.90 -1.66
95 1.3675 0.84 0.91 -0.91 0.91 -1.66
94 1.3633 0.84 0.90 -0.90
-
7/28/2019 Design Wind Load Calcs_height 18m Above
8/9
DESIGN WIND PRESSURE:
Reference: AMERICAN SOCIETY OF CIVIL ENGINEERS 7-05 (ASCE 7-05)
= C GCpi1 = 0.18
= III GCpi2 = -0.18
= 66 mph
= 29.5 m/s
= 1.15= 274.32
= 9.5 GCp1 = 0.9 GCp1 = 0.9
= 1.0 GCp2 = -0.9 GCp2 = -1.8
Floor
Height
(m)
1
1
1
11
1
1
1
1
1
1
1
1
1
1
1
1
1
11
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
11
1
1
1
1
1
1
1
1
1
1
1
1
1
11
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
End Wall
Nominal height of the atmospheric boundary layer, zg Wall Area (4) Corner Area (5)
3-second gust-speed power law exponent, a
Topographic Coefficient, Kzt
Internal Pressure Coefficient
Exposure Category
Occupancy Category
Basic Wind Speed, V
Importance Factor, I External Pressure Coefficient
-WL @ 5
Kz = 2.01(z/zg)(2/a)
qz = 0.000613KzKztV2Iw Pz1 = qz(GCp1-GCpi2) Pz2 = qz(GCp2-GCpi1) Pz1 = qz(GCp1-GCpi2) Pz2 = qz(GCp2-GCpi1)
(m) Kz (kPa) +WL @ 4 -WL @ 4 +WL @ 5
Floor Level
Height from Velocity Exposure Velocity Pressure, Design Wind Pressure (kPa)
Ground Level, z Coefficient, qz Mid Wall
1 0.6164 0.38 0.41 -0.41 0.41 -0.75
0.47 -0.87
3 0.7768 0.48 0.51 -0.51 0.51 -0.94
2 0.7133 0.44 0.47 -0.47
0.55 -1.005 0.8650 0.53 0.57 -0.57 0.57 -1.054 0.8253 0.51 0.55 -0.55
0.60 -1.09
7 0.9285 0.57 0.62 -0.62 0.62 -1.13
6 0.8989 0.55 0.60 -0.60
0.63 -1.16
9 0.9790 0.60 0.65 -0.65 0.65 -1.19
8 0.9550 0.59 0.63 -0.63
0.66 -1.22
11 1.0212 0.63 0.68 -0.68 0.68 -1.24
10 1.0009 0.61 0.66 -0.66
0.69 -1.26
13 1.0578 0.65 0.70 -0.70 0.70 -1.29
12 1.0401 0.64 0.69 -0.69
0.71 -1.31
15 1.0901 0.67 0.72 -0.72 0.72 -1.32
14 1.0744 0.66 0.71 -0.71
0.73 -1.34
17 1.1192 0.69 0.74 -0.74 0.74 -1.36
16 1.1050 0.68 0.73 -0.73
0.75 -1.38
19 1.1458 0.70 0.76 -0.76 0.76 -1.39
18 1.1328 0.70 0.75 -0.75
0.77 -1.41
21 1.1701 0.72 0.78 -0.78 0.78 -1.42
20 1.1582 0.71 0.77 -0.77
0.78 -1.44
23 1.1928 0.73 0.79 -0.79 0.79 -1.45
22 1.1817 0.73 0.78 -0.78
0.80 -1.46
25 1.2139 0.74 0.80 -0.80 0.80 -1.47
24 1.2035 0.74 0.80 -0.80
0.81 -1.49
27 1.2337 0.76 0.82 -0.82 0.82 -1.50
26 1.2240 0.75 0.81 -0.81
0.82 -1.51
29 1.2524 0.77 0.83 -0.83 0.83 -1.52
28 1.2432 0.76 0.82 -0.82
0.84 -1.53
31 1.2701 0.78 0.84 -0.84 0.84 -1.54
30 1.2614 0.77 0.84 -0.84
0.85 -1.55
33 1.2870 0.79 0.85 -0.85 0.85 -1.56
32 1.2787 0.78 0.85 -0.85
0.86 -1.57
35 1.3030 0.80 0.86 -0.86 0.86 -1.58
34 1.2951 0.79 0.86 -0.86
0.87 -1.59
37 1.3183 0.81 0.87 -0.87 0.87 -1.60
36 1.3108 0.80 0.87 -0.87
0.88 -1.61
39 1.3330 0.82 0.88 -0.88 0.88 -1.62
38 1.3258 0.81 0.88 -0.88
0.89 -1.63
41 1.3471 0.83 0.89 -0.89 0.89 -1.64
40 1.3402 0.82 0.89 -0.89
0.90 -1.65
43 1.3607 0.84 0.90 -0.90 0.90 -1.65
42 1.3540 0.83 0.90 -0.90
0.91 -1.66
45 1.3738 0.84 0.91 -0.91 0.91 -1.67
44 1.3673 0.84 0.91 -0.91
0.91 -1.68
47 1.3864 0.85 0.92 -0.92 0.92 -1.68
46 1.3802 0.85 0.91 -0.91
0.92 -1.69
49 1.3987 0.86 0.93 -0.93 0.93 -1.70
48 1.3926 0.85 0.92 -0.92
0.93 -1.7151 1.4105 0.87 0.93 -0.93 0.93 -1.7150 1.4046 0.86 0.93 -0.93
0.94 -1.72
53 1.4219 0.87 0.94 -0.94 0.94 -1.73
52 1.4163 0.87 0.94 -0.94
0.95 -1.73
55 1.4331 0.88 0.95 -0.95 0.95 -1.74
54 1.4276 0.88 0.95 -0.95
0.95 -1.75
57 1.4439 0.89 0.96 -0.96 0.96 -1.75
56 1.4385 0.88 0.95 -0.95
0.96 -1.76
59 1.4544 0.89 0.96 -0.96 0.96 -1.77
58 1.4492 0.89 0.96 -0.96
0.97 -1.77
61 1.4647 0.90 0.97 -0.97 0.97 -1.78
60 1.4596 0.90 0.97 -0.97
0.97 -1.79
63 1.4746 0.90 0.98 -0.98 0.98 -1.79
62 1.4697 0.90 0.97 -0.97
0.98 -1.80
65 1.4844 0.91 0.98 -0.98 0.98 -1.80
64 1.4795 0.91 0.98 -0.98
0.99 -1.81
67 1.4939 0.92 0.99 -0.99 0.99 -1.82
66 1.4892 0.91 0.99 -0.99
0.99 -1.82
69 1.5032 0.92 1.00 -1.00 1.00 -1.83
68 1.4985 0.92 0.99 -0.99
1.00 -1.83
71 1.5122 0.93 1.00 -1.00 1.00 -1.84
70 1.5077 0.93 1.00 -1.00
1.01 -1.84
73 1.5211 0.93 1.01 -1.01 1.01 -1.85
72 1.5167 0.93 1.01 -1.01
1.01 -1.85
75 1.5298 0.94 1.01 -1.01 1.01 -1.86
74 1.5255 0.94 1.01 -1.01
1.02 -1.86
77 1.5383 0.94 1.02 -1.02 1.02 -1.87
76 1.5340 0.94 1.02 -1.02
1.02 -1.87
79 1.5466 0.95 1.03 -1.03 1.03 -1.88
78 1.5425 0.95 1.02 -1.02
1.03 -1.88
81 1.5548 0.95 1.03 -1.03 1.03 -1.89
80 1.5507 0.95 1.03 -1.03
1.03 -1.89
83 1.5628 0.96 1.04 -1.04 1.04 -1.90
82 1.5588 0.96 1.03 -1.03
1.04 -1.90
85 1.5706 0.96 1.04 -1.04 1.04 -1.91
84 1.5667 0.96 1.04 -1.04
1.04 -1.91
87 1.5783 0.97 1.05 -1.05 1.05 -1.92
86 1.5745 0.97 1.04 -1.04
1.05 -1.92
89 1.5859 0.97 1.05 -1.05 1.05 -1.93
88 1.5821 0.97 1.05 -1.05
1.05 -1.93
91 1.5933 0.98 1.06 -1.06 1.06 -1.94
90 1.5896 0.98 1.05 -1.05
1.06 -1.94
93 1.6006 0.98 1.06 -1.06 1.06 -1.94
92 1.5970 0.98 1.06 -1.06
1.06 -1.95
95 1.6078 0.99 1.07 -1.07 1.07 -1.95
94 1.6043 0.98 1.06 -1.06
-
7/28/2019 Design Wind Load Calcs_height 18m Above
9/9
DESIGN WIND PRESSURE:
Reference: AMERICAN SOCIETY OF CIVIL ENGINEERS 7-05 (ASCE 7-05)
= D GCpi1 = 0.18
= III GCpi2 = -0.18
= 66 mph
= 29.5 m/s
= 1.15= 213.36
= 11.5 GCp1 = 0.9 GCp1 = 0.9
= 1.0 GCp2 = -0.9 GCp2 = -1.8
Floor
Height
(m)
1
1
1
11
1
1
1
1
1
1
1
1
1
1
1
1
1
11
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
11
1
1
1
1
1
1
1
1
1
1
1
1
1
11
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
End Wall
Nominal height of the atmospheric boundary layer, zg Wall Area (4) Corner Area (5)
3-second gust-speed power law exponent, a
Topographic Coefficient, Kzt
Internal Pressure Coefficient
Exposure Category
Occupancy Category
Basic Wind Speed, V
Importance Factor, I External Pressure Coefficient
-WL @ 5
Kz = 2.01(z/zg)(2/a)
qz = 0.000613KzKztV2Iw Pz1 = qz(GCp1-GCpi2) Pz2 = qz(GCp2-GCpi1) Pz1 = qz(GCp1-GCpi2) Pz2 = qz(GCp2-GCpi1)
(m) Kz (kPa) +WL @ 4 -WL @ 4 +WL @ 5
Floor Level
Height from Velocity Exposure Velocity Pressure, Design Wind Pressure (kPa)
Ground Level, z Coefficient, qz Mid Wall
1 0.7909 0.49 0.52 -0.52 0.52 -0.96
0.59 -1.08
3 0.9574 0.59 0.63 -0.63 0.63 -1.16
2 0.8922 0.55 0.59 -0.59
0.67 -1.225 1.0464 0.64 0.69 -0.69 0.69 -1.274 1.0066 0.62 0.67 -0.67
0.72 -1.31
7 1.1094 0.68 0.74 -0.74 0.74 -1.35
6 1.0801 0.66 0.72 -0.72
0.75 -1.38
9 1.1590 0.71 0.77 -0.77 0.77 -1.41
8 1.1355 0.70 0.75 -0.75
0.78 -1.43
11 1.2002 0.74 0.80 -0.80 0.80 -1.46
10 1.1804 0.72 0.78 -0.78
0.81 -1.48
13 1.2356 0.76 0.82 -0.82 0.82 -1.50
12 1.2185 0.75 0.81 -0.81
0.83 -1.52
15 1.2667 0.78 0.84 -0.84 0.84 -1.54
14 1.2516 0.77 0.83 -0.83
0.85 -1.56
17 1.2946 0.79 0.86 -0.86 0.86 -1.57
16 1.2810 0.79 0.85 -0.85
0.87 -1.59
19 1.3199 0.81 0.87 -0.87 0.87 -1.60
18 1.3075 0.80 0.87 -0.87
0.88 -1.62
21 1.3430 0.82 0.89 -0.89 0.89 -1.63
20 1.3317 0.82 0.88 -0.88
0.90 -1.65
23 1.3644 0.84 0.90 -0.90 0.90 -1.66
22 1.3539 0.83 0.90 -0.90
0.91 -1.67
25 1.3844 0.85 0.92 -0.92 0.92 -1.68
24 1.3746 0.84 0.91 -0.91
0.92 -1.69
27 1.4030 0.86 0.93 -0.93 0.93 -1.70
26 1.3938 0.86 0.92 -0.92
0.94 -1.72
29 1.4206 0.87 0.94 -0.94 0.94 -1.73
28 1.4119 0.87 0.94 -0.94
0.95 -1.74
31 1.4371 0.88 0.95 -0.95 0.95 -1.75
30 1.4290 0.88 0.95 -0.95
0.96 -1.76
33 1.4529 0.89 0.96 -0.96 0.96 -1.77
32 1.4451 0.89 0.96 -0.96
0.97 -1.77
35 1.4678 0.90 0.97 -0.97 0.97 -1.78
34 1.4604 0.90 0.97 -0.97
0.98 -1.79
37 1.4821 0.91 0.98 -0.98 0.98 -1.80
36 1.4750 0.91 0.98 -0.98
0.99 -1.81
39 1.4957 0.92 0.99 -0.99 0.99 -1.82
38 1.4889 0.91 0.99 -0.99
1.00 -1.83
41 1.5087 0.93 1.00 -1.00 1.00 -1.83
40 1.5023 0.92 1.00 -1.00
1.00 -1.84
43 1.5213 0.93 1.01 -1.01 1.01 -1.85
42 1.5151 0.93 1.00 -1.00
1.01 -1.86
45 1.5334 0.94 1.02 -1.02 1.02 -1.86
44 1.5274 0.94 1.01 -1.01
1.02 -1.87
47 1.5450 0.95 1.02 -1.02 1.02 -1.88
46 1.5392 0.94 1.02 -1.02
1.03 -1.88
49 1.5563 0.96 1.03 -1.03 1.03 -1.89
48 1.5507 0.95 1.03 -1.03
1.04 -1.9051 1.5671 0.96 1.04 -1.04 1.04 -1.9050 1.5617 0.96 1.04 -1.04
1.04 -1.91
53 1.5776 0.97 1.05 -1.05 1.05 -1.92
52 1.5724 0.96 1.04 -1.04
1.05 -1.92
55 1.5878 0.97 1.05 -1.05 1.05 -1.93
54 1.5828 0.97 1.05 -1.05
1.06 -1.94
57 1.5977 0.98 1.06 -1.06 1.06 -1.94
56 1.5928 0.98 1.06 -1.06
1.06 -1.95
59 1.6073 0.99 1.07 -1.07 1.07 -1.95
58 1.6026 0.98 1.06 -1.06
1.07 -1.96
61 1.6167 0.99 1.07 -1.07 1.07 -1.96
60 1.6120 0.99 1.07 -1.07
1.07 -1.97
63 1.6258 1.00 1.08 -1.08 1.08 -1.98
62 1.6213 0.99 1.07 -1.07
1.08 -1.98
65 1.6346 1.00 1.08 -1.08 1.08 -1.99
64 1.6302 1.00 1.08 -1.08
1.09 -1.99
67 1.6433 1.01 1.09 -1.09 1.09 -2.00
66 1.6390 1.01 1.09 -1.09
1.09 -2.00
69 1.6517 1.01 1.09 -1.09 1.09 -2.01
68 1.6475 1.01 1.09 -1.09
1.10 -2.01
71 1.6599 1.02 1.10 -1.10 1.10 -2.02
70 1.6558 1.02 1.10 -1.10
1.10 -2.02
73 1.6680 1.02 1.11 -1.11 1.11 -2.03
72 1.6640 1.02 1.10 -1.10
1.11 -2.03
75 1.6758 1.03 1.11 -1.11 1.11 -2.04
74 1.6719 1.03 1.11 -1.11
1.11 -2.04
77 1.6835 1.03 1.12 -1.12 1.12 -2.05
76 1.6797 1.03 1.11 -1.11
1.12 -2.05
79 1.6910 1.04 1.12 -1.12 1.12 -2.05
78 1.6873 1.04 1.12 -1.12
1.12 -2.06
81 1.6984 1.04 1.13 -1.13 1.13 -2.06
80 1.6947 1.04 1.12 -1.12
1.13 -2.07
83 1.7056 1.05 1.13 -1.13 1.13 -2.07
82 1.7020 1.04 1.13 -1.13
1.13 -2.08
85 1.7127 1.05 1.14 -1.14 1.14 -2.08
84 1.7092 1.05 1.13 -1.13
1.14 -2.09
87 1.7197 1.06 1.14 -1.14 1.14 -2.09
86 1.7162 1.05 1.14 -1.14
1.14 -2.09
89 1.7265 1.06 1.14 -1.14 1.14 -2.10
88 1.7231 1.06 1.14 -1.14
1.15 -2.10
91 1.7331 1.06 1.15 -1.15 1.15 -2.11
90 1.7298 1.06 1.15 -1.15
1.15 -2.11
93 1.7397 1.07 1.15 -1.15 1.15 -2.11
92 1.7364 1.07 1.15 -1.15
1.16 -2.12
95 1.7462 1.07 1.16 -1.16 1.16 -2.12
94 1.7430 1.07 1.16 -1.16