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 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.01500 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.01800 11.7 11.7 11.7 11.7 11.7 12.0 12.0 12.0 12.0 12.02100 11.2 11.2 11.2 11.1 11.2 12.0 12.0 12.0 12.0 12.02400 10.9 10.9 10.9 10.6 10.9 12.0 12.0 12.0 12.0 12.034 2700 10.5 10.5 10.5 10.2 10.5 12.0 12.0 12.0 12.0 12.03000 10.3 10.3 10.3 9.9 10.3 12.0 12.0 12.0 12.0 12.03600 9.8 9.8 9.8 9.3 9.8 12.0 12.0 12.0 12.0 12.04200 9.4 9.4 9.4 8.8 9.4 11.9 11.9 11.9 11.9 11.94800 9.1 9.1 9.1 8.4 9.1 11.5 11.5 11.5 11.5 11.55400 8.9 8.9 8.9 8.1 8.9 11.1 11.1 11.1 11.0 11.16000 8.6 8.6 8.6 7.8 8.6 10.9 10.9 10.9 10.4 10.9900 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.01200 12.0 12.0 12.0 11.9 12.0 12.0 12.0 12.0 12.0 12.01500 12.0 12.0 12.0 11.0 12.0 12.0 12.0 12.0 12.0 12.01800 11.7 11.7 11.7 10.4 11.6 12.0 12.0 12.0 12.0 12.02100 11.2 11.2 11.2 9.9 11.1 12.0 12.0 12.0 12.0 12.02400 10.9 10.9 10.9 9.4 10.6 12.0 12.0 12.0 12.0 12.040 2700 10.5 10.5 10.5 9.1 10.2 12.0 12.0 12.0 12.0 12.03000 10.3 10.3 10.2 8.8 9.8 12.0 12.0 12.0 11.9 12.03600 9.8 9.8 9.6 8.3 9.2 12.0 12.0 12.0 11.2 12.04200 9.4 9.4 9.1 7.8 8.8 11.9 11.9 11.9 10.5 11.94800 9.1 9.1 8.7 7.5 8.4 11.5 11.5 11.5 9.8 11.45400 8.9 8.9 8.4 7.2 8.1 11.1 11.1 11.1 9.2 10.96000 8.6 8.6 8.1 7.0 7.8 10.9 10.9 10.9 8.7 10.4900 12.0 12.0 12.0 11.2 12.0 12.0 12.0 12.0 12.0 12.01200 12.0 12.0 11.7 10.2 11.3 12.0 12.0 12.0 12.0 12.01500 12.0 12.0 10.9 9.4 10.5 12.0 12.0 12.0 12.0 12.01800 11.7 11.7 10.2 8.9 9.9 12.0 12.0 12.0 12.0 12.02100 11.2 11.1 9.7 8.4 9.4 12.0 12.0 12.0 11.5 12.02400 10.9 10.6 9.3 8.1 9.0 12.0 12.0 12.0 10.9 12.050 2700 10.5 10.2 9.0 7.8 8.7 12.0 12.0 12.0 10.3 11.73000 10.3 9.8 8.6 7.5 8.4 12.0 12.0 11.7 9.8 11.33600 9.8 9.3 8.1 7.0 7.9 12.0 12.0 11.0 8.9 10.54200 9.4 8.8 7.7 6.7 7.5 11.9 11.9 10.2 8.3 9.7DeltaBeam - 300mm4800 9.1 8.4 7.4 6.4 7.1 11.5 11.4 9.6 7.7 9.15400 8.9 8.1 7.1 6.2 6.9 11.1 10.9 9.0 7.3 8.66000 8.6 7.8 6.9 5.9 6.6 10.9 10.4 8.6 6.9 8.1900 12.0 12.0 11.2 9.8 10.9 12.0 12.0 12.0 12.0 12.01200 12.0 11.6 10.2 8.9 9.9 12.0 12.0 12.0 12.0 12.01500 12.0 10.7 9.5 8.2 9.2 12.0 12.0 12.0 11.2 12.01800 11.4 10.1 8.9 7.7 8.6 12.0 12.0 12.0 10.3 11.72100 10.8 9.6 8.5 7.4 8.2 12.0 12.0 11.5 9.5 11.12400 10.4 9.2 8.1 7.0 7.8 12.0 12.0 11.0 8.9 10.461 2700 10.0 8.8 7.8 6.8 7.5 12.0 12.0 10.3 8.4 9.83000 9.6 8.5 7.5 6.5 7.3 12.0 11.6 9.8 7.9 9.33600 9.0 8.0 7.1 6.1 6.8 12.0 10.8 9.0 7.3 8.54200 8.6 7.6 6.7 5.8 6.5 11.7 10.0 8.3 6.7 7.94800 8.2 7.3 6.4 5.6 6.2 11.2 9.4 7.8 6.3 7.45400 7.9 7.0 6.2 5.3 6.0 10.6 8.8 7.3 5.9 7.06000 7.6 6.8 6.0 5.0 5.8 10.0 8.4 6.9 5.6 6.6900 12.0 11.1 9.8 8.5 9.5 12.0 12.0 12.0 11.6 12.01200 11.4 10.1 8.9 7.8 8.6 12.0 12.0 12.0 10.3 11.71500 10.5 9.4 8.3 7.2 8.0 12.0 12.0 11.2 9.2 10.81800 9.9 8.8 7.8 6.8 7.5 12.0 12.0 10.4 8.4 9.92100 9.4 8.4 7.4 6.4 7.2 12.0 11.4 9.6 7.8 9.12400 9.0 8.0 7.1 6.2 6.9 12.0 10.8 9.0 7.3 8.574 2700 8.7 7.7 6.8 5.9 6.6 11.8 10.2 8.5 6.9 8.13000 8.4 7.4 6.6 5.7 6.4 11.4 9.7 8.0 6.5 7.63600 7.9 7.0 6.2 5.3 6.0 10.5 8.8 7.3 5.9 7.04200 7.5 6.6 5.9 4.9 5.7 9.7 8.2 6.8 5.5 6.54800 7.2 6.4 5.6 4.6 5.4 9.1 7.6 6.3 5.2 6.05400 6.9 6.1 5.3 4.3 5.1 8.6 7.2 6.0 4.9 5.76000 6.6 5.9 5.1 4.1 4.8 8.2 6.8 5.7 4.6 5.4900 11.2 10.0 8.9 7.7 8.6 12.0 12.0 12.0 10.2 11.61200 10.2 9.1 8.0 7.0 7.8 12.0 12.0 10.9 8.8 10.41500 9.5 8.4 7.5 6.5 7.2 12.0 11.5 9.7 7.9 9.31800 8.9 7.9 7.0 6.1 6.8 12.0 10.7 8.9 7.2 8.52100 8.5 7.5 6.7 5.8 6.5 11.5 9.9 8.2 6.7 7.82400 8.1 7.2 6.4 5.6 6.2 11.0 9.2 7.7 6.3 7.386 2700 7.8 6.9 6.1 5.3 5.9 10.4 8.7 7.2 5.9 6.93000 7.5 6.7 5.9 5.0 5.7 9.8 8.3 6.9 5.6 6.53600 7.1 6.3 5.6 4.6 5.3 9.0 7.5 6.3 5.1 6.04200 6.7 6.0 5.2 4.2 4.9 8.3 7.0 5.8 4.7 5.5 Ronald A. Bell 4800 6.4 5.7 4.9 4.0 4.6 7.8 6.5 5.4 4.4 5.2 Registered Professional Engineer Grad Cert (Tech Mgt), BEng Civil (Hons),5400 6.2 5.5 4.6 3.7 4.4 7.3 6.2 5.1 4.2 4.9 FIEAust (891940), CPEng, NER, 6000 6.0 5.2 4.3 3.5 4.1 7.0 5.8 4.9 4.0 4.6 APEC Engineer, IntPE(Aus). 15MAR2024SignQed ( 6W (BDC04601),MAIB (9225), JP(Qual).R 715),RPE(Vic) (PE0002564),. .RBP(Tas)(CC 5556), RPEES NSSTRUCTURAL 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/125'