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Version Date: 
2025-11-25
55
STEP 6        CALCULATE THE UPLIFT ON THE POSTS
Step 6.2       Calculate the Uplift
Uplift on the Post (kN) = Uplift on the Beam (kN/m) x Load Width of the Post (metres).
UPLIFT LOADS ON THE BEAM (kN/m) - NON-CYCLONIC
Wind Category
Load Width (mm)
TYPE 1
TYPE 2
TYPE 3
TYPE 4
N1/N2
(W33)
1500
0.91
1.73
2.07
2.25
1800
1.10
2.08
2.49
2.70
2100
1.28
2.42
2.90
3.14
2400
1.47
2.77
3.32
3.59
2700
1.65
3.11
3.73
4.04
3000
1.83
3.46
4.15
4.49
3300
2.01
3.80
4.56
4.94
3600
2.20
4.15
4.98
5.39
3900
2.38
4.49
5.39
5.84
4200
2.56
4.84
5.81
6.29
4500
2.74
5.18
6.22
6.74
4800
2.93
5.53
6.64
7.19
5100
3.11
5.88
7.05
7.64
5400
3.39
6.40
7.67
8.32
6000
3.66
6.91
8.29
8.99
N3
(W50)
1500
1.49
2.70
3.24
3.51
1800
1.75
3.24
3.74
4.21
2100
2.00
3.78
4.24
4.91
2400
2.29
4.32
5.04
5.62
2700
2.57
4.86
5.83
6.32
3000
2.86
5.40
6.48
7.02
3300
3.14
5.94
7.13
7.72
3600
3.43
6.48
7.78
8.43
3900
3.71
7.02
8.42
9.13
4200
4.00
7.56
9.07
9.83
4500
4.28
8.10
9.72
10.53
4800
4.57
8.64
10.37
11.23
5100
4.86
9.18
11.02
11.93
5400
5.29
9.99
11.99
12.99
6000
5.71
10.80
12.96
14.04
N4
(W61)
1500
2.13
4.01
4.82
5.22
1800
2.56
4.83
5.79
6.27
2100
2.98
5.63
6.75
7.31
2400
3.41
6.43
7.72
8.36
2700
3.83
7.23
8.68
9.40
3000
4.35
8.04
9.65
10.45
3300
4.86
8.84
10.61
11.49
3600
5.20
9.65
11.58
12.53
3900
5.53
10.45
12.54
13.56
4200
5.96
11.26
13.51
14.62
4500
6.38
12.06
14.47
15.67
4800
6.81
12.86
15.44
16.72
5100
7.23
13.66
16.40
17.76

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