b'STEP 6BEAM SPAN SELECTIONUse the Uplift on the Beam (from Step 5) to select a suitable Beam and Post Spacing.Note: Ensure the Beams Load Capacity (kN/m) below, exceeds the Uplift Load on the Beam from Step 5.LOAD CAPACITES OF BEAMS (kN/m) - SINGLE SPANMaximum distance between Posts (Beam Span)1.82.43.03.64.24.85.46.06.67.27.88.49.0 Type of Beam Size of Beam mtrs mtrs mtrs mtrs mtrs mtrs mtrs mtrs mtrs mtrs mtrs mtrs mtrsSingleSingleSingleSingleSingleSingleSingleSingleSingleSingleSingleSingleSingle Span Span Span Span Span Span Span Span Span Span Span Span Span100 x 65 x 1 15.88 9.14 5.91 4.06 2.91 - - - - - - - -DeltaBeam Steel 150 x 65 x 1.2 23.82 14.75 9.94 7.11 5.33 3.98 3.06 2.41 1.94 - - - -200 x 65 x 1.2 25.95 17.39 12.39 9.23 7.11 5.63 4.53 3.57 2.87 2.34 1.94 1.62 -DeltaXtremeBeam250 x 65 x 1.6 41.33 28.61 20.98 16.00 12.55 10.08 8.25 6.61 5.28 4.29 3.53 2.93 2.46Steel 300 x 65 x 1.6 38.94 27.82 21.03 16.48 13.25 10.87 9.06 7.65 6.47 5.26 4.32 3.59 3.01DeltaBeam Aluminium 150 x 65 x 3/5 15.71 6.63 3.39 1.96 1.24 0.83 0.58 0.42 - - - - -3mm Wall &5mm Base & Top 200 x 65 x 3/5 31.33 13.22 6.77 3.92 2.47 1.65 1.16 0.85 - - - - -140 x 45 F7 15.0 6.6 3.4 1.9 1.2 0.8 - - - - - - -190 x 45 F7 27.3 15.3 8.5 4.9 3.1 2.0 1.4 1.0 - - - - -125 x 50 F14 13.3 7.4 4.1 2.3 1.5 1.0 - - - - - - -Timber 150 x 50 F14 19.1 10.7 6.9 4.1 2.5 1.7 1.2 0.8 - - - - -200 x 50 F14 34.0 19.1 12.2 8.5 6.1 4.1 2.8 2.1 - - - - -150 x 50 F14 28.7 16.1 10.3 6.1 3.8 2.6 1.8 1.3 - - - - -200 x 75 F14 51.1 28.7 18.4 12.7 9.2 6.1 4.3 3.1 - - - - -100 x 50 x 2 14.3 8.0 5.1 3.6 2.3 1.5 1.0 0.7 - - - - -100 x 50 x 3 20.7 11.6 7.4 5.1 3.2 2.1 1.5 1.1 - - - - -100 x 50 x 4 25.9 14.6 9.3 6.3 4.0 2.7 1.8 1.3 - - - - -125 x 75 x 3 36.7 20.6 13.2 9.2 6.7 4.9 3.5 2.5 - - - - -125 x 75 x 4 46.9 26.3 16.8 11.7 8.6 6.2 4.4 3.2 - - - - -RHS 125 x 50 x 5 56.5 31.8 20.3 14.1 10.3 7.4 5.2 3.8 - - - - -150 x 50 x 3 39.9 22.4 14.3 9.9 7.3 5.6 4.3 3.1 - - - - -150 x 50 x 4 50.8 26.6 18.3 12.5 9.0 6.7 5.1 3.9 - - - - -150 x 50 x 5 61.3 34.5 22.0 15.3 11.2 8.6 6.4 4.6 - - - - -150 x 100 x 4 114.3 64.3 41.1 28.5 18.0 12.0 8.4 6.1 - - - - -Deflection limits adopted are: DeltaBeam Steel & DeltaXtremeBeam SteelL/125 under serviceability wind (assumed 50% of ULS wind) - Maximum cantilever for 100mm Beam = 900mmL/150 under maintenance load - Maximum cantilever for 150mm Beam = 1200mmL/300 under dead load (30kg/m of sheeting/panel + self-weight of- Maximum cantilever for 200mm Beam = 1500mmbeam is allowed) - Maximum cantilever for 250mm Beam = 1800mmMore (30kgs/m of sheeting panel + self weight of beam is allowed) under L/300 to make more space on the LHS - Maximum cantilever for 300mm Beam = 2100mmABN: 11 147 861 292E: info@deltapanels.com P: +61 7 3271 2170 W: www.deltapanels.com Version Date:40A: 731 Boundary Road, Richlands, Qld 4077Sydney Depot: 11 The Old Northern Road, Narellan, NSW 25672024-03-24'