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) - MULTI 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 mtrsMultiMultiMultiMultiMultiMultiMultiMultiMultiMultiMultiMultiMulti Span Span Span Span Span Span Span Span Span Span Span Span Span100 x 65 x 1 15.63 9.05 5.87 4.06 2.91 - - - - - - - -DeltaBeam Steel 150 x 65 x 1.2 22.45 14.15 9.65 6.96 5.24 3.98 3.06 2.41 1.94 - - - -200 x 65 x 1.2 23.56 16.08 11.63 8.77 6.82 5.44 4.42 3.57 2.87 2.34 1.94 1.62 -DeltaXtremeBeam250 x 65 x 1.6 37.04 26.02 19.35 14.93 11.85 9.60 7.91 6.61 5.28 4.29 3.53 2.93 2.46Steel 300 x 65 x 1.6 34.50 24.90 19.03 15.07 12.24 10.13 8.51 7.24 6.22 5.26 4.32 3.59 3.01DeltaBeam Aluminium 150 x 65 x 3/5 39.28 16.57 8.48 4.91 3.09 2.07 1.45 1.06 - - - - -3mm Wall &5mm Base & Top 200 x 65 x 3/5 78.32 33.04 16.92 9.79 6.17 4.13 2.90 2.11 1.59 1.22 - - -140 x 45 F7 13.0 7.3 4.7 3.2 2.2 1.5 1.0 - - - - - -190 x 45 F7 23.7 13.3 8.5 5.9 4.3 3.3 2.6 1.9 - - - - -125 x 50 F14 11.5 6.5 4.1 2.8 2.1 1.6 1.2 0.9 - - - - -Timber 150 x 50 F14 16.6 9.3 6.0 4.1 3.0 2.3 1.8 1.5 - - - - -200 x 50 F14 29.6 16.6 10.6 7.4 5.4 4.1 3.2 2.6 - - - - -150 x 50 F14 25.0 14.0 9.0 6.2 4.5 3.5 2.7 2.2 - - - - -200 x 75 F14 44.4 25.0 16.0 11.1 8.1 6.2 4.9 4.0 - - - - -100 x 50 x 2 14.3 8.0 5.1 3.6 2.6 2.0 1.6 1.3 - - - - -100 x 50 x 3 20.7 11.6 7.4 5.1 3.8 2.9 2.3 1.8 - - - - -100 x 50 x 4 25.9 14.6 9.3 6.4 4.7 3.6 2.8 2.3 - - - - -125 x 75 x 3 36.7 20.6 13.2 9.2 6.7 5.1 4.0 3.3 - - - - -125 x 75 x 4 46.9 26.3 16.8 11.7 8.6 6.6 5.2 4.2 - - - - -RHS 125 x 50 x 5 56.5 31.8 20.3 14.1 10.3 7.9 6.2 5.0 - - - - -150 x 50 x 3 39.9 22.4 14.3 9.9 7.3 5.6 4.4 3.5 - - - - -150 x 50 x 4 50.8 26.6 18.3 12.5 9.0 6.7 5.1 4.0 - - - - -150 x 50 x 5 61.3 34.5 22.0 15.3 11.2 8.6 6.8 5.4 - - - - -150 x 100 x 4 113.3 64.3 41.1 28.5 21.0 16.0 12.7 10.2 - - - - -DeltaBeam Steel & DeltaXtremeBeam Steel Deflection limits adopted are: DeltaBeam Steel & DeltaXtremeBeam Steel- Maximum cantilever for 100mm Beam = 900mm L/125 under serviceability wind (assumed 50% of ULS wind) - Maximum cantilever for 100mm Beam = 900mm- Maximum cantilever for 150mm Beam = 1200mm L/150 under maintenance load - Maximum cantilever for 150mm Beam = 1200mm- Maximum cantilever for 200mm Beam = 1500mm L/300 under dead load (30kg/m of sheeting/panel + self-weight of- Maximum cantilever for 200mm Beam = 1500mm- Maximum cantilever for 250mm Beam = 1800mm beam is allowed) - Maximum cantilever for 250mm Beam = 1800mmMore (30kgs/m of sheeting panel + self weight of beam is allowed) - Maximum cantilever for 300mm Beam = 2100mm under L/300 to make more space on the LHS - Maximum cantilever for 300mm Beam = 2100mm40 ABN: 11 147 861 292E: info@deltapanels.com P: +61 7 3271 2170 W: www.deltapanels.com Version Date:41A: 731 Boundary Road, Richlands, Qld 4077Sydney Depot: 11 The Old Northern Road, Narellan, NSW 25672024-03-24'