b'DeltaBeam Span TableSingle Span Continuous SpanBeam V sit,500 RLW Free Standing 1 Wall 2 Wall 3 Wall Enclosed Free Standing 1 Wall 2 Wall 3 Wall Enclosed900 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.01200 11.2 11.2 11.2 11.0 11.2 12.0 12.0 12.0 12.0 12.01500 10.6 10.6 10.6 10.2 10.6 12.0 12.0 12.0 12.0 12.01800 10.1 10.1 10.1 9.6 10.1 12.0 12.0 12.0 12.0 12.02100 9.7 9.7 9.7 9.1 9.7 12.0 12.0 12.0 12.0 12.02400 9.4 9.4 9.4 8.7 9.4 11.8 11.8 11.8 11.8 11.834 2700 9.1 9.1 9.1 8.4 9.1 11.5 11.5 11.5 11.4 11.53000 8.9 8.9 8.9 8.1 8.9 11.2 11.2 11.2 11.0 11.23600 8.5 8.5 8.5 7.6 8.5 10.7 10.7 10.7 10.2 10.74200 8.2 8.2 8.2 7.3 8.2 10.3 10.3 10.3 9.5 10.34800 7.9 7.9 7.9 6.9 7.8 9.9 9.9 9.9 8.9 9.95400 7.7 7.7 7.7 6.7 7.5 9.6 9.6 9.6 8.4 9.66000 7.5 7.5 7.5 6.4 7.2 9.4 9.4 9.4 7.9 9.4900 12.0 12.0 12.0 10.8 12.0 12.0 12.0 12.0 12.0 12.01200 11.2 11.2 11.2 9.8 11.0 12.0 12.0 12.0 12.0 12.01500 10.6 10.6 10.5 9.1 10.2 12.0 12.0 12.0 12.0 12.01800 10.1 10.1 9.9 8.6 9.6 12.0 12.0 12.0 11.6 12.02100 9.7 9.7 9.4 8.1 9.1 12.0 12.0 12.0 11.0 12.02400 9.4 9.4 9.0 7.8 8.7 11.8 11.8 11.8 10.5 11.840 2700 9.1 9.1 8.7 7.5 8.4 11.5 11.5 11.5 9.9 11.43000 8.9 8.9 8.4 7.2 8.1 11.2 11.2 11.2 9.4 11.03600 8.5 8.5 7.9 6.8 7.6 10.7 10.7 10.7 8.6 10.14200 8.2 8.2 7.5 6.5 7.2 10.3 10.3 9.9 7.9 9.44800 7.9 7.9 7.2 6.2 6.9 9.9 9.9 9.3 7.4 8.85400 7.7 7.7 6.9 5.9 6.6 9.6 9.6 8.7 7.0 8.36000 7.5 7.5 6.6 5.7 6.4 9.4 9.4 8.3 6.6 7.9900 12.0 12.0 10.6 9.2 10.3 12.0 12.0 12.0 12.0 12.01200 11.2 11.0 9.7 8.4 9.3 12.0 12.0 12.0 11.4 12.01500 10.6 10.2 9.0 7.8 8.7 12.0 12.0 12.0 10.5 11.81800 10.1 9.6 8.4 7.3 8.2 12.0 12.0 11.4 9.6 11.12100 9.7 9.1 8.0 6.9 7.7 12.0 12.0 10.9 8.9 10.42400 9.4 8.7 7.7 6.6 7.4 11.8 11.8 10.3 8.3 9.850 2700 9.1 8.4 7.4 6.4 7.1 11.5 11.4 9.7 7.8 9.23000 8.9 8.1 7.1 6.2 6.9 11.2 11.0 9.2 7.4 8.73600 8.5 7.6 6.7 5.8 6.5 10.7 10.2 8.4 6.8 8.0DeltaBeam Aluminium - 300mm4200 8.2 7.2 6.4 5.5 6.1 10.3 9.4 7.8 6.3 7.44800 7.9 6.9 6.1 5.2 5.9 9.9 8.8 7.3 5.9 6.95400 7.6 6.7 5.8 4.9 5.7 9.6 8.3 6.8 5.5 6.56000 7.3 6.4 5.6 4.7 5.5 9.4 7.9 6.5 5.2 6.2900 11.8 10.5 9.2 8.0 8.9 12.0 12.0 12.0 10.9 12.01200 10.7 9.5 8.4 7.3 8.1 12.0 12.0 11.4 9.5 11.01500 10.0 8.8 7.8 6.8 7.5 12.0 12.0 10.5 8.5 10.01800 9.4 8.3 7.3 6.4 7.1 12.0 11.3 9.6 7.8 9.12100 8.9 7.9 7.0 6.1 6.7 12.0 10.7 8.9 7.2 8.52400 8.5 7.6 6.7 5.8 6.4 11.6 10.0 8.3 6.7 7.961 2700 8.2 7.3 6.4 5.6 6.2 11.1 9.5 7.8 6.4 7.53000 7.9 7.0 6.2 5.4 6.0 10.7 9.0 7.4 6.0 7.13600 7.4 6.6 5.8 4.9 5.6 9.8 8.2 6.8 5.5 6.54200 7.1 6.3 5.5 4.6 5.3 9.1 7.6 6.3 5.1 6.04800 6.8 6.0 5.3 4.3 5.0 8.5 7.1 5.9 4.8 5.65400 6.5 5.8 5.0 4.0 4.7 8.0 6.7 5.5 4.5 5.36000 6.3 5.6 4.7 3.8 4.5 7.6 6.4 5.3 4.3 5.0900 10.3 9.1 8.1 7.0 7.8 12.0 12.0 11.0 9.0 10.61200 9.3 8.3 7.3 6.4 7.1 12.0 11.3 9.6 7.8 9.21500 8.7 7.7 6.8 5.9 6.6 11.8 10.4 8.6 7.0 8.21800 8.2 7.3 6.4 5.6 6.2 11.1 9.5 7.9 6.4 7.52100 7.8 6.9 6.1 5.3 5.9 10.5 8.8 7.3 5.9 6.92400 7.4 6.6 5.8 4.9 5.6 9.8 8.2 6.8 5.5 6.574 2700 7.1 6.3 5.6 4.7 5.4 9.2 7.7 6.4 5.2 6.13000 6.9 6.1 5.4 4.4 5.2 8.7 7.3 6.1 4.9 5.83600 6.5 5.8 5.0 4.0 4.7 8.0 6.7 5.6 4.5 5.34200 6.2 5.5 4.6 3.7 4.4 7.4 6.2 5.1 4.2 4.94800 5.9 5.2 4.3 3.5 4.1 6.9 5.8 4.8 3.9 4.65400 5.7 4.9 4.1 3.3 3.9 6.5 5.5 4.5 3.7 4.36000 5.5 4.6 3.9 3.1 3.7 6.2 5.2 4.3 3.5 4.1 900 9.3 8.2 7.3 6.4 7.1 12.0 11.2 9.5 7.7 9.1 Ronald A. Bell Registered Professional Engineer 1200 8.4 7.5 6.6 5.8 6.4 11.4 9.9 8.3 6.7 7.9 Grad Cert (Tech Mgt), BEng Civil (Hons),FIEAust (891940), CPEng, NER, 1500 7.8 6.9 6.1 5.4 6.0 10.6 8.9 7.4 6.0 7.0 APEC Engineer, IntPE(Aus). 1800 7.3 6.5 5.8 4.9 5.6 9.6 8.1 6.7 5.5 6.4 04AUG2025 2100 7.0 6.2 5.5 4.5 5.3 8.9 7.5 6.2 5.1 5.9 2400 6.7 5.9 5.2 4.2 5.0 8.3 7.0 5.8 4.7 5.6 SPigEnQed ( 6715),RPE(V6i0c1)) (,MPEA0I0B0 (9225), JP(Qu sCC 5556), R 2564),. .RBP(Taal))(.RES NSW (BDC0486 2700 6.4 5.7 4.9 4.0 4.7 7.9 6.6 5.5 4.5 5.2 STRUCTURAL DETAILS CONCURRED 3000 6.2 5.5 4.7 3.8 4.4 7.5 6.3 5.2 4.2 5.03600 5.8 5.1 4.3 3.5 4.1 6.8 5.7 4.8 3.9 4.54200 5.5 4.7 3.9 3.2 3.8 6.3 5.3 4.4 3.6 4.24800 5.3 4.4 3.7 3.0 3.5 5.9 5.0 4.1 3.4 3.95400 5.0 4.2 3.5 2.8 3.3 5.6 4.7 3.9 3.2 3.76000 4.7 4.0 3.3 2.7 3.1 5.3 4.4 3.7 3.0 3.5These tables have been formulated with the following deflection limitations:G+Q : L/300; Max Deflection Ultimate Wind: 25mm;Max Deflection Ultimate Wind L/100;Max Deflection Serviceability Wind L/200'