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 2.14800 2.4 2.1 1.9 1.5 1.8 3.0 2.5 2.1 1.7 2.05400 2.3 2.0 1.8 1.4 1.7 2.8 2.4 2.0 1.6 1.96000 2.2 1.9 1.7 1.4 1.6 2.7 2.2 1.9 1.5 1.8 These tables have been formulated with the following deflection limitations: lEngineer G+Q : L/300;Grad Cer Ronald A. BelgCivil (Hons), Registt (eTreedc hP rMofgets)s, iBoEnanMax Deflection Ultimate Wind: 25mm; FIEAAPEusCt(E8n9g1i9n4e0e)r,,CInPtPEEng(A, uNsE).R, Max Deflection Ultimate Wind L/100; 02FEB 2024 Max Deflection Serviceability Wind L/200 R SPigEned PE0002564),. .RBP(Tas)(RESQ N S(6W71 (5B),DRCP0E4(V60ic1)) (,MAIB (9225), JP(Qual). CC 5556), STRUCTURAL DETAILS CONCURRED'