b'STEP 5DETERMINE THE UPLIFT LOAD ON THE BEAMa) Use the Load Widths from Step 4 to determine the Uplift Load on the Beam in the table below.b) Match the Wind Category and Load Width column with the Patio Style (1, 2, 3, or 4).UPLIFT LOADS ON THE BEAM (kN/m) - NON-CYCLONICWind Category Load Width (mm) TYPE 1 TYPE 2 TYPE 3 TYPE 41500 0.91 1.73 2.07 2.251800 1.10 2.08 2.49 2.702100 1.28 2.42 2.90 3.142400 1.47 2.77 3.32 3.592700 1.65 3.11 3.73 4.043000 1.83 3.46 4.15 4.49N1/N2 3300 2.01 3.80 4.56 4.94(W33N) 3600 2.20 4.15 4.98 5.393900 2.38 4.49 5.39 5.844200 2.56 4.84 5.81 6.294500 2.74 5.18 6.22 6.744800 2.93 5.53 6.64 7.195100 3.11 5.88 7.05 7.645400 3.39 6.40 7.67 8.326000 3.66 6.91 8.29 8.991500 1.49 2.70 3.24 3.511800 1.75 3.24 3.74 4.212100 2.00 3.78 4.24 4.912400 2.29 4.32 5.04 5.622700 2.57 4.86 5.83 6.323000 2.86 5.40 6.48 7.02N3 3300 3.14 5.94 7.13 7.72(W41N) 3600 3.43 6.48 7.78 8.433900 3.71 7.02 8.42 9.134200 4.00 7.56 9.07 9.834500 4.28 8.10 9.72 10.534800 4.57 8.64 10.37 11.235100 4.86 9.18 11.02 11.935400 5.29 9.99 11.99 12.996000 5.71 10.80 12.96 14.041500 2.13 4.01 4.82 5.221800 2.56 4.83 5.79 6.272100 2.98 5.63 6.75 7.312400 3.41 6.43 7.72 8.362700 3.83 7.23 8.68 9.40N4 3000 4.35 8.04 9.65 10.45(W50N) 3300 4.86 8.84 10.61 11.493600 5.20 9.65 11.58 12.533900 5.53 10.45 12.54 13.564200 5.96 11.26 13.51 14.624500 6.38 12.06 14.47 15.674800 6.81 12.86 15.44 16.725100 7.23 13.66 16.40 17.76ABN: 11 147 861 292E: info@deltapanels.com P: +61 7 3271 2170 W: www.deltapanels.com Version Date:38A: 731 Boundary Road, Richlands, Qld 4077Sydney Depot: 11 The Old Northern Road, Narellan, NSW 25672024-03-24'