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 11.6 11.6 11.6 11.6 11.6 12.0 12.0 12.0 12.0 12.01500 10.9 10.9 10.9 10.7 10.9 12.0 12.0 12.0 12.0 12.01800 10.5 10.5 10.5 10.1 10.5 12.0 12.0 12.0 12.0 12.02100 10.1 10.1 10.1 9.6 10.1 12.0 12.0 12.0 12.0 12.02400 9.7 9.7 9.7 9.2 9.7 12.0 12.0 12.0 12.0 12.034 2700 9.4 9.4 9.4 8.8 9.4 11.9 11.9 11.9 11.9 11.93000 9.2 9.2 9.2 8.5 9.2 11.6 11.6 11.6 11.6 11.63600 8.8 8.8 8.8 8.0 8.8 11.1 11.1 11.1 10.9 11.14200 8.5 8.5 8.5 7.6 8.5 10.6 10.6 10.6 10.3 10.64800 8.2 8.2 8.2 7.3 8.2 10.3 10.3 10.3 9.9 10.35400 7.9 7.9 7.9 7.0 7.9 10.0 10.0 10.0 9.5 10.06000 7.7 7.7 7.7 6.8 7.6 9.7 9.7 9.7 9.2 9.7900 12.0 12.0 12.0 11.3 12.0 12.0 12.0 12.0 12.0 12.01200 11.6 11.6 11.6 10.3 11.5 12.0 12.0 12.0 12.0 12.01500 10.9 10.9 10.9 9.5 10.7 12.0 12.0 12.0 12.0 12.01800 10.5 10.5 10.4 9.0 10.1 12.0 12.0 12.0 12.0 12.02100 10.1 10.1 9.9 8.5 9.6 12.0 12.0 12.0 11.6 12.02400 9.7 9.7 9.5 8.2 9.1 12.0 12.0 12.0 11.1 12.040 2700 9.4 9.4 9.1 7.8 8.8 11.9 11.9 11.9 10.7 11.93000 9.2 9.2 8.8 7.6 8.5 11.6 11.6 11.6 10.3 11.53600 8.8 8.8 8.3 7.1 8.0 11.1 11.1 11.1 9.7 10.84200 8.5 8.5 7.9 6.8 7.6 10.6 10.6 10.6 9.2 10.34800 8.2 8.2 7.5 6.5 7.3 10.3 10.3 10.2 8.6 9.85400 7.9 7.9 7.2 6.2 7.0 10.0 10.0 9.8 8.1 9.56000 7.7 7.7 7.0 6.0 6.7 9.7 9.7 9.5 7.7 9.1900 12.0 12.0 11.2 9.7 10.8 12.0 12.0 12.0 12.0 12.01200 11.6 11.5 10.1 8.8 9.8 12.0 12.0 12.0 11.9 12.01500 10.9 10.7 9.4 8.2 9.1 12.0 12.0 12.0 11.1 12.01800 10.5 10.1 8.9 7.7 8.6 12.0 12.0 12.0 10.4 11.62100 10.1 9.6 8.4 7.3 8.1 12.0 12.0 11.4 9.9 11.02400 9.7 9.2 8.0 7.0 7.8 12.0 12.0 10.9 9.5 10.650 2700 9.4 8.8 7.7 6.7 7.5 11.9 11.9 10.5 9.1 10.13000 9.2 8.5 7.5 6.5 7.2 11.6 11.5 10.1 8.6 9.83600 8.8 8.0 7.0 6.1 6.8 11.1 10.9 9.5 7.8 9.24200 8.5 7.6 6.7 5.8 6.5 10.6 10.3 9.0 7.3 8.6DeltaBeam - 250mm4800 8.2 7.3 6.4 5.5 6.2 10.3 9.9 8.4 6.8 8.05400 7.9 7.0 6.1 5.3 5.9 10.0 9.5 7.9 6.4 7.56000 7.7 6.7 5.9 5.1 5.7 9.7 9.1 7.5 6.1 7.2900 12.0 11.0 9.7 8.4 9.4 12.0 12.0 12.0 11.4 12.01200 11.3 10.0 8.8 7.7 8.5 12.0 12.0 12.0 10.4 11.61500 10.5 9.3 8.2 7.1 7.9 12.0 12.0 11.1 9.6 10.71800 9.9 8.7 7.7 6.7 7.4 12.0 11.8 10.4 9.0 10.12100 9.4 8.3 7.3 6.4 7.1 12.0 11.2 9.9 8.4 9.62400 9.0 7.9 7.0 6.1 6.8 12.0 10.8 9.5 7.8 9.261 2700 8.6 7.6 6.7 5.8 6.5 11.7 10.3 9.1 7.4 8.73000 8.3 7.4 6.5 5.6 6.3 11.3 10.0 8.6 7.0 8.23600 7.8 6.9 6.1 5.3 5.9 10.6 9.4 7.9 6.4 7.54200 7.4 6.6 5.8 5.0 5.6 10.1 8.8 7.3 5.9 6.94800 7.1 6.3 5.5 4.8 5.4 9.6 8.2 6.8 5.5 6.55400 6.8 6.0 5.3 4.6 5.2 9.3 7.8 6.4 5.2 6.16000 6.6 5.8 5.2 4.4 5.0 8.8 7.4 6.1 4.9 5.8900 10.8 9.6 8.5 7.4 8.2 12.0 12.0 11.5 10.0 11.11200 9.8 8.7 7.7 6.7 7.5 12.0 11.8 10.5 9.1 10.11500 9.1 8.1 7.2 6.2 6.9 12.0 11.0 9.7 8.1 9.41800 8.6 7.6 6.7 5.9 6.5 11.6 10.3 9.1 7.4 8.72100 8.1 7.2 6.4 5.6 6.2 11.1 9.8 8.4 6.9 8.02400 7.8 6.9 6.1 5.3 5.9 10.6 9.4 7.9 6.4 7.574 2700 7.5 6.7 5.9 5.1 5.7 10.2 9.0 7.4 6.0 7.13000 7.2 6.4 5.7 4.9 5.5 9.8 8.5 7.1 5.7 6.73600 6.8 6.0 5.3 4.7 5.2 9.2 7.8 6.4 5.2 6.14200 6.5 5.7 5.1 4.3 4.9 8.6 7.2 6.0 4.8 5.74800 6.2 5.5 4.9 4.1 4.7 8.0 6.7 5.6 4.5 5.35400 5.9 5.3 4.7 3.8 4.5 7.6 6.3 5.3 4.3 5.06000 5.7 5.1 4.5 3.6 4.2 7.2 6.0 5.0 4.1 4.8900 9.7 8.6 7.7 6.7 7.4 12.0 11.7 10.4 9.0 10.11200 8.8 7.9 7.0 6.1 6.7 12.0 10.7 9.4 7.8 9.11500 8.2 7.3 6.5 5.6 6.2 11.1 9.9 8.6 7.0 8.11800 7.7 6.9 6.1 5.3 5.9 10.5 9.3 7.8 6.4 7.42100 7.3 6.5 5.8 5.0 5.6 9.9 8.7 7.2 5.9 6.92400 7.0 6.2 5.5 4.8 5.3 9.5 8.1 6.8 5.5 6.486 2700 6.7 6.0 5.3 4.6 5.1 9.1 7.7 6.4 5.2 6.13000 6.5 5.8 5.1 4.4 5.0 8.7 7.3 6.0 4.9 5.83600 6.1 5.4 4.8 4.0 4.7 7.9 6.6 5.5 4.5 5.34200 5.8 5.2 4.6 3.7 4.4 7.3 6.1 5.1 4.2 4.9 Ronald A. Bell 4800 5.6 4.9 4.3 3.5 4.1 6.8 5.7 4.8 3.9 4.6 Registered Professional Engineer Grad Cert (Tech Mgt), BEng Civil (Hons),5400 5.3 4.8 4.0 3.3 3.8 6.5 5.4 4.5 3.7 4.3 FIEAust (891940), CPEng, NER, 6000 5.2 4.6 3.8 3.1 3.6 6.1 5.1 4.3 3.5 4.1 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'