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 10.7 10.7 10.7 10.4 10.7 12.0 12.0 12.0 12.0 12.01200 10.0 10.0 10.0 9.5 10.0 12.0 12.0 12.0 12.0 12.01500 9.4 9.4 9.4 8.8 9.4 11.9 11.9 11.9 11.9 11.91800 9.0 9.0 9.0 8.3 9.0 11.3 11.3 11.3 11.2 11.32100 8.7 8.7 8.7 7.9 8.7 10.9 10.9 10.9 10.7 10.92400 8.4 8.4 8.4 7.5 8.4 10.5 10.5 10.5 10.2 10.534 2700 8.1 8.1 8.1 7.2 8.1 10.2 10.2 10.2 9.8 10.23000 7.9 7.9 7.9 7.0 7.8 10.0 10.0 10.0 9.5 10.03600 7.6 7.6 7.6 6.6 7.4 9.5 9.5 9.5 8.9 9.54200 7.3 7.3 7.3 6.2 7.0 9.2 9.2 9.2 8.3 9.24800 7.0 7.0 7.0 6.0 6.7 8.9 8.9 8.9 7.7 8.95400 6.8 6.8 6.7 5.7 6.5 8.6 8.6 8.6 7.3 8.66000 6.7 6.7 6.5 5.5 6.2 8.4 8.4 8.4 6.9 8.2900 10.7 10.7 10.7 9.3 10.4 12.0 12.0 12.0 12.0 12.01200 10.0 10.0 9.8 8.4 9.4 12.0 12.0 12.0 11.4 12.01500 9.4 9.4 9.1 7.8 8.8 11.9 11.9 11.9 10.6 11.91800 9.0 9.0 8.5 7.4 8.2 11.3 11.3 11.3 10.0 11.22100 8.7 8.7 8.1 7.0 7.8 10.9 10.9 10.9 9.5 10.62400 8.4 8.4 7.8 6.7 7.5 10.5 10.5 10.5 9.1 10.240 2700 8.1 8.1 7.5 6.4 7.2 10.2 10.2 10.1 8.6 9.83000 7.9 7.9 7.2 6.2 6.9 10.0 10.0 9.8 8.2 9.43600 7.6 7.6 6.8 5.8 6.5 9.5 9.5 9.2 7.5 8.94200 7.3 7.3 6.4 5.5 6.2 9.2 9.2 8.7 6.9 8.24800 7.0 7.0 6.2 5.3 5.9 8.9 8.9 8.1 6.5 7.75400 6.8 6.8 5.9 5.1 5.7 8.6 8.6 7.6 6.1 7.26000 6.7 6.5 5.7 4.9 5.5 8.4 8.4 7.2 5.8 6.9900 10.7 10.4 9.1 7.9 8.8 12.0 12.0 12.0 10.7 12.01200 10.0 9.4 8.3 7.2 8.0 12.0 12.0 11.3 9.8 10.91500 9.4 8.8 7.7 6.7 7.4 11.9 11.9 10.5 9.1 10.11800 9.0 8.3 7.3 6.3 7.0 11.3 11.2 9.8 8.4 9.52100 8.7 7.8 6.9 6.0 6.7 10.9 10.6 9.4 7.7 9.02400 8.4 7.5 6.6 5.7 6.4 10.5 10.2 8.9 7.2 8.550 2700 8.1 7.2 6.3 5.5 6.1 10.2 9.8 8.5 6.8 8.03000 7.9 7.0 6.1 5.3 5.9 10.0 9.4 8.0 6.5 7.6DeltaBeam Aluminium - 250mm3600 7.4 6.6 5.8 5.0 5.6 9.5 8.9 7.3 5.9 7.04200 7.1 6.2 5.5 4.7 5.3 9.2 8.2 6.8 5.5 6.44800 6.8 6.0 5.2 4.5 5.1 8.9 7.7 6.3 5.1 6.05400 6.5 5.7 5.0 4.3 4.9 8.6 7.3 6.0 4.8 5.76000 6.3 5.5 4.9 4.1 4.7 8.3 6.9 5.7 4.6 5.4900 10.2 9.0 7.9 6.9 7.7 12.0 12.0 10.8 9.4 10.41200 9.2 8.2 7.2 6.3 7.0 12.0 11.1 9.8 8.3 9.51500 8.6 7.6 6.7 5.8 6.5 11.6 10.3 9.1 7.4 8.71800 8.1 7.1 6.3 5.5 6.1 11.0 9.7 8.4 6.8 8.02100 7.7 6.8 6.0 5.2 5.8 10.4 9.2 7.8 6.3 7.42400 7.3 6.5 5.7 5.0 5.5 10.0 8.8 7.3 5.9 6.961 2700 7.0 6.2 5.5 4.8 5.3 9.6 8.3 6.9 5.6 6.53000 6.8 6.0 5.3 4.6 5.1 9.2 7.8 6.5 5.3 6.23600 6.4 5.7 5.0 4.3 4.8 8.6 7.2 5.9 4.8 5.64200 6.1 5.4 4.8 4.0 4.6 8.0 6.6 5.5 4.5 5.24800 5.8 5.2 4.5 3.7 4.4 7.4 6.2 5.1 4.2 4.95400 5.6 5.0 4.3 3.5 4.1 7.0 5.9 4.8 3.9 4.66000 5.4 4.8 4.1 3.3 3.9 6.7 5.6 4.6 3.7 4.4900 8.8 7.9 6.9 6.0 6.7 12.0 10.7 9.4 7.9 9.11200 8.0 7.1 6.3 5.5 6.1 10.9 9.7 8.4 6.8 8.01500 7.5 6.6 5.9 5.1 5.7 10.1 9.0 7.5 6.1 7.21800 7.0 6.2 5.5 4.8 5.3 9.5 8.3 6.9 5.6 6.52100 6.7 5.9 5.2 4.6 5.1 9.1 7.6 6.4 5.2 6.12400 6.4 5.7 5.0 4.3 4.8 8.5 7.2 5.9 4.8 5.774 2700 6.1 5.4 4.8 4.1 4.7 8.1 6.7 5.6 4.6 5.33000 5.9 5.3 4.7 3.9 4.5 7.6 6.4 5.3 4.3 5.13600 5.6 5.0 4.3 3.5 4.1 7.0 5.8 4.9 3.9 4.64200 5.3 4.7 4.0 3.3 3.8 6.5 5.4 4.5 3.7 4.34800 5.1 4.5 3.8 3.1 3.6 6.0 5.1 4.2 3.4 4.05400 4.9 4.3 3.5 2.9 3.4 5.7 4.8 4.0 3.2 3.86000 4.7 4.0 3.4 2.7 3.2 5.4 4.5 3.8 3.1 3.6900 8.0 7.1 6.3 5.5 6.1 10.8 9.6 8.3 6.8 7.91200 7.2 6.4 5.7 5.0 5.5 9.8 8.7 7.2 5.9 6.91500 6.7 6.0 5.3 4.6 5.1 9.1 7.7 6.4 5.2 6.11800 6.3 5.6 5.0 4.3 4.8 8.4 7.1 5.9 4.8 5.62100 6.0 5.3 4.7 4.0 4.6 7.8 6.5 5.4 4.4 5.22400 5.7 5.1 4.5 3.7 4.3 7.3 6.1 5.1 4.1 4.986 2700 5.5 4.9 4.3 3.5 4.1 6.9 5.8 4.8 3.9 4.6 3000 5.3 4.7 4.1 3.3 3.9 6.5 5.5 4.6 3.7 4.3 Ronald A. Bell 3600 5.0 4.5 3.7 3.0 3.5 6.0 5.0 4.2 3.4 4.0 Registered Professional Engineer Grad Cert (Tech Mgt), BEng Civil (Hons),4200 4.8 4.1 3.4 2.8 3.3 5.5 4.6 3.9 3.1 3.7 FIEAust (891940), CPEng, NER, 4800 4.6 3.9 3.2 2.6 3.1 5.2 4.3 3.6 2.9 3.4 APEC Engineer, IntPE(Aus). 5400 4.3 3.7 3.0 2.5 2.9 4.9 4.1 3.4 2.8 3.2 04AUG2025 6000 4.1 3.5 2.9 2.3 2.7 4.6 3.9 3.2 2.6 3.1Signed . .RBP(Tas))(. CC5556), RREPESQ N S(6W71 (5B),DRCP0E4(V60ic1)) (,MPEA0I0B0 2(9526245),), JP(QualSTRUCTURAL DETAILS CONCURRED These 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'