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 6.5 6.5 6.3 5.4 6.1 8.2 8.2 8.2 7.3 8.21200 6.1 6.1 5.7 4.9 5.5 7.6 7.6 7.6 6.7 7.51500 5.7 5.7 5.3 4.5 5.1 7.2 7.2 7.2 6.2 6.91800 5.5 5.5 5.0 4.3 4.8 6.9 6.9 6.8 5.8 6.52100 5.3 5.3 4.7 4.1 4.6 6.6 6.6 6.4 5.5 6.22400 5.1 5.1 4.5 3.9 4.4 6.4 6.4 6.2 5.3 5.934 2700 5.0 5.0 4.4 3.7 4.2 6.2 6.2 5.9 5.1 5.73000 4.8 4.8 4.2 3.6 4.1 6.1 6.1 5.7 4.9 5.53600 4.6 4.6 4.0 3.4 3.8 5.8 5.8 5.4 4.6 5.24200 4.4 4.3 3.8 3.2 3.6 5.6 5.6 5.1 4.4 4.94800 4.3 4.2 3.6 3.1 3.5 5.4 5.4 4.9 4.2 4.75400 4.2 4.0 3.5 3.0 3.3 5.2 5.2 4.7 4.0 4.56000 4.1 3.9 3.3 2.9 3.2 5.1 5.1 4.5 3.9 4.4900 6.5 6.4 5.6 4.8 5.4 8.2 8.2 7.5 6.5 7.31200 6.1 5.8 5.0 4.4 4.9 7.6 7.6 6.9 5.9 6.61500 5.7 5.4 4.7 4.0 4.5 7.2 7.2 6.4 5.5 6.11800 5.5 5.1 4.4 3.8 4.3 6.9 6.9 6.0 5.2 5.82100 5.3 4.8 4.2 3.6 4.0 6.6 6.5 5.7 4.9 5.52400 5.1 4.6 4.0 3.5 3.9 6.4 6.2 5.4 4.7 5.340 2700 5.0 4.4 3.9 3.3 3.7 6.2 6.0 5.2 4.5 5.03000 4.8 4.3 3.7 3.2 3.6 6.1 5.8 5.0 4.4 4.93600 4.6 4.0 3.5 3.0 3.4 5.8 5.4 4.8 4.1 4.64200 4.4 3.8 3.3 2.9 3.2 5.6 5.2 4.5 3.9 4.44800 4.2 3.6 3.2 2.7 3.1 5.4 4.9 4.3 3.7 4.25400 4.0 3.5 3.1 2.6 3.0 5.2 4.8 4.2 3.5 4.06000 3.9 3.4 3.0 2.5 2.9 5.1 4.6 4.0 3.4 3.9900 6.1 5.4 4.7 4.1 4.6 8.2 7.3 6.4 5.6 6.21200 5.5 4.9 4.3 3.7 4.1 7.5 6.6 5.8 5.0 5.61500 5.1 4.5 4.0 3.5 3.9 7.0 6.2 5.4 4.7 5.21800 4.8 4.3 3.7 3.3 3.6 6.6 5.8 5.1 4.4 4.92100 4.6 4.1 3.6 3.1 3.4 6.2 5.5 4.8 4.2 4.72400 4.4 3.9 3.4 3.0 3.3 6.0 5.3 4.6 4.0 4.550 2700 4.2 3.7 3.3 2.8 3.2 5.7 5.1 4.4 3.9 4.33000 4.1 3.6 3.2 2.7 3.1 5.5 4.9 4.3 3.7 4.13600 3.8 3.4 3.0 2.6 2.9 5.2 4.6 4.0 3.4 3.94200 3.7 3.2 2.8 2.5 2.7 5.0 4.4 3.8 3.2 3.7DeltaBeam - 100mm4800 3.5 3.1 2.7 2.3 2.6 4.7 4.2 3.7 3.0 3.55400 3.4 3.0 2.6 2.3 2.5 4.6 4.0 3.5 2.8 3.36000 3.2 2.9 2.5 2.2 2.4 4.4 3.9 3.3 2.6 3.1900 5.3 4.7 4.1 3.6 4.0 7.1 6.3 5.6 4.8 5.41200 4.8 4.2 3.7 3.2 3.6 6.5 5.7 5.1 4.4 4.91500 4.4 3.9 3.5 3.0 3.4 6.0 5.3 4.7 4.1 4.51800 4.2 3.7 3.3 2.8 3.2 5.7 5.0 4.4 3.8 4.32100 4.0 3.5 3.1 2.7 3.0 5.4 4.8 4.2 3.6 4.12400 3.8 3.4 3.0 2.6 2.9 5.1 4.6 4.0 3.4 3.961 2700 3.6 3.2 2.8 2.5 2.8 4.9 4.4 3.9 3.2 3.73000 3.5 3.1 2.7 2.4 2.7 4.8 4.2 3.7 3.0 3.63600 3.3 2.9 2.6 2.2 2.5 4.5 4.0 3.4 2.8 3.34200 3.1 2.8 2.5 2.1 2.4 4.3 3.8 3.2 2.6 3.04800 3.0 2.7 2.4 2.0 2.3 4.1 3.6 3.0 2.4 2.85400 2.9 2.6 2.3 2.0 2.2 3.9 3.4 2.8 2.3 2.76000 2.8 2.5 2.2 1.9 2.1 3.8 3.2 2.7 2.2 2.5900 4.6 4.1 3.6 3.1 3.5 6.2 5.5 4.9 4.2 4.71200 4.2 3.7 3.3 2.8 3.2 5.6 5.0 4.4 3.9 4.31500 3.9 3.4 3.0 2.6 2.9 5.2 4.7 4.1 3.5 4.01800 3.6 3.2 2.9 2.5 2.8 4.9 4.4 3.9 3.2 3.72100 3.4 3.1 2.7 2.4 2.6 4.7 4.2 3.7 3.0 3.52400 3.3 2.9 2.6 2.3 2.5 4.5 4.0 3.4 2.8 3.374 2700 3.2 2.8 2.5 2.2 2.4 4.3 3.8 3.2 2.6 3.13000 3.1 2.7 2.4 2.1 2.3 4.2 3.7 3.1 2.5 2.93600 2.9 2.6 2.3 2.0 2.2 3.9 3.4 2.8 2.3 2.74200 2.7 2.4 2.1 1.9 2.1 3.7 3.1 2.6 2.1 2.54800 2.6 2.3 2.1 1.8 2.0 3.5 2.9 2.4 2.0 2.35400 2.5 2.2 2.0 1.7 1.9 3.3 2.8 2.3 1.9 2.26000 2.4 2.2 1.9 1.6 1.8 3.1 2.6 2.2 1.8 2.1900 4.1 3.7 3.2 2.8 3.1 5.6 5.0 4.4 3.8 4.31200 3.7 3.3 2.9 2.6 2.9 5.1 4.5 4.0 3.4 3.91500 3.5 3.1 2.7 2.4 2.6 4.7 4.2 3.7 3.0 3.61800 3.3 2.9 2.6 2.2 2.5 4.4 3.9 3.4 2.8 3.22100 3.1 2.8 2.4 2.1 2.4 4.2 3.7 3.2 2.6 3.02400 3.0 2.6 2.3 2.0 2.3 4.0 3.5 2.9 2.4 2.886 2700 2.9 2.5 2.2 2.0 2.2 3.9 3.3 2.8 2.3 2.63000 2.8 2.5 2.2 1.9 2.1 3.7 3.2 2.6 2.1 2.53600 2.6 2.3 2.0 1.8 2.0 3.4 2.9 2.4 2.0 2.34200 2.5 2.2 1.9 1.6 1.9 3.2 2.7 2.2 1.8 2.1 Ronald A. Bell Registered Professional Engineer 4800 2.4 2.1 1.9 1.5 1.8 3.0 2.5 2.1 1.7 2.0 Grad Cert (Tech Mgt), BEng Civil (Hons),5400 2.3 2.0 1.8 1.4 1.7 2.8 2.4 2.0 1.6 1.9 FIEAust (891940), CPEng, NER, 6000 2.2 1.9 1.7 1.4 1.6 2.7 2.2 1.9 1.5 1.8 APEC Engineer, IntPE(Aus). 15MAR2024 Signed 6715),RPE(Vic) (PE0002564),. .RBP(Tas)(CC 5556), RPEESQ N S( W (BDC04601),MAIB (9225), JP(Qual).RSTRUCTURAL 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'