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 8.6 8.6 8.6 7.8 8.6 10.8 10.8 10.8 10.6 10.81200 8.0 8.0 8.0 7.1 8.0 10.1 10.1 10.1 9.6 10.11500 7.6 7.6 7.6 6.6 7.4 9.5 9.5 9.5 8.9 9.51800 7.2 7.2 7.2 6.2 7.0 9.1 9.1 9.1 8.4 9.12100 7.0 7.0 6.9 5.9 6.6 8.8 8.8 8.8 8.0 8.82400 6.7 6.7 6.6 5.6 6.3 8.5 8.5 8.5 7.6 8.534 2700 6.5 6.5 6.3 5.4 6.1 8.2 8.2 8.2 7.3 8.23000 6.4 6.4 6.1 5.2 5.9 8.0 8.0 8.0 7.1 8.03600 6.1 6.1 5.7 4.9 5.5 7.7 7.7 7.7 6.7 7.54200 5.9 5.9 5.4 4.7 5.3 7.4 7.4 7.4 6.3 7.14800 5.7 5.7 5.2 4.5 5.0 7.1 7.1 7.1 6.1 6.85400 5.5 5.5 5.0 4.3 4.8 6.9 6.9 6.8 5.8 6.66000 5.4 5.4 4.8 4.1 4.7 6.7 6.7 6.6 5.6 6.3900 8.6 8.6 8.0 6.9 7.8 10.8 10.8 10.8 9.4 10.51200 8.0 8.0 7.3 6.3 7.1 10.1 10.1 9.9 8.6 9.61500 7.6 7.6 6.8 5.9 6.6 9.5 9.5 9.2 7.9 8.91800 7.2 7.2 6.4 5.5 6.2 9.1 9.1 8.7 7.5 8.42100 7.0 6.9 6.1 5.2 5.9 8.8 8.8 8.2 7.1 7.92400 6.7 6.6 5.8 5.0 5.6 8.5 8.5 7.9 6.8 7.640 2700 6.5 6.4 5.6 4.8 5.4 8.2 8.2 7.6 6.5 7.33000 6.4 6.2 5.4 4.6 5.2 8.0 8.0 7.3 6.3 7.13600 6.1 5.8 5.1 4.4 4.9 7.7 7.7 6.9 5.9 6.64200 5.9 5.5 4.8 4.2 4.6 7.4 7.4 6.5 5.6 6.34800 5.7 5.3 4.6 4.0 4.4 7.1 7.1 6.3 5.3 6.05400 5.5 5.1 4.4 3.8 4.3 6.9 6.9 6.0 5.0 5.86000 5.4 4.9 4.3 3.7 4.1 6.7 6.6 5.8 4.8 5.6900 8.6 7.8 6.8 5.9 6.6 10.8 10.6 9.3 8.0 9.01200 8.0 7.1 6.2 5.4 6.0 10.1 9.6 8.4 7.3 8.21500 7.5 6.6 5.8 5.0 5.6 9.5 8.9 7.8 6.8 7.61800 7.0 6.2 5.4 4.7 5.2 9.1 8.4 7.4 6.4 7.12100 6.7 5.9 5.2 4.5 5.0 8.8 8.0 7.0 6.1 6.82400 6.4 5.6 4.9 4.3 4.8 8.5 7.6 6.7 5.8 6.550 2700 6.1 5.4 4.7 4.1 4.6 8.2 7.3 6.4 5.6 6.23000 5.9 5.2 4.6 4.0 4.4 8.0 7.1 6.2 5.3 6.03600 5.6 4.9 4.3 3.7 4.2 7.6 6.7 5.8 4.9 5.74200 5.3 4.7 4.1 3.5 4.0 7.2 6.3 5.6 4.5 5.3DeltaBeam - 150mm4800 5.1 4.5 3.9 3.4 3.8 6.9 6.0 5.2 4.2 5.05400 4.9 4.3 3.8 3.3 3.6 6.6 5.8 4.9 4.0 4.76000 4.7 4.1 3.6 3.1 3.5 6.4 5.6 4.7 3.8 4.4900 7.6 6.7 5.9 5.2 5.8 10.3 9.1 8.1 7.0 7.81200 6.9 6.1 5.4 4.7 5.2 9.4 8.3 7.3 6.4 7.11500 6.4 5.7 5.0 4.4 4.9 8.7 7.7 6.8 5.9 6.61800 6.0 5.3 4.7 4.1 4.6 8.2 7.3 6.4 5.6 6.22100 5.7 5.1 4.5 3.9 4.3 7.8 6.9 6.1 5.2 5.92400 5.5 4.9 4.3 3.7 4.1 7.4 6.6 5.8 4.8 5.661 2700 5.3 4.7 4.1 3.6 4.0 7.2 6.3 5.6 4.6 5.43000 5.1 4.5 4.0 3.5 3.8 6.9 6.1 5.3 4.3 5.13600 4.8 4.2 3.7 3.3 3.6 6.5 5.8 4.9 4.0 4.64200 4.6 4.0 3.6 3.1 3.4 6.2 5.5 4.5 3.7 4.34800 4.4 3.9 3.4 3.0 3.3 5.9 5.1 4.2 3.4 4.05400 4.2 3.7 3.3 2.8 3.2 5.7 4.8 4.0 3.2 3.86000 4.0 3.6 3.2 2.7 3.1 5.5 4.6 3.8 3.1 3.6900 6.6 5.9 5.2 4.5 5.0 9.0 8.0 7.1 6.1 6.81200 6.0 5.3 4.7 4.1 4.6 8.2 7.3 6.4 5.6 6.21500 5.6 5.0 4.4 3.8 4.2 7.6 6.7 6.0 5.0 5.81800 5.3 4.7 4.1 3.6 4.0 7.1 6.3 5.6 4.6 5.42100 5.0 4.4 3.9 3.4 3.8 6.8 6.0 5.2 4.2 5.02400 4.8 4.2 3.8 3.3 3.6 6.5 5.8 4.9 4.0 4.774 2700 4.6 4.1 3.6 3.1 3.5 6.2 5.5 4.6 3.7 4.43000 4.4 3.9 3.5 3.0 3.4 6.0 5.3 4.4 3.6 4.23600 4.2 3.7 3.3 2.9 3.2 5.7 4.8 4.0 3.2 3.84200 4.0 3.5 3.1 2.7 3.0 5.3 4.5 3.7 3.0 3.54800 3.8 3.4 3.0 2.5 2.9 5.0 4.2 3.5 2.8 3.35400 3.6 3.2 2.9 2.4 2.8 4.7 3.9 3.3 2.6 3.16000 3.5 3.1 2.8 2.2 2.6 4.4 3.7 3.1 2.5 2.9900 6.0 5.3 4.7 4.1 4.5 8.1 7.2 6.4 5.5 6.21200 5.4 4.8 4.3 3.7 4.1 7.3 6.5 5.8 4.8 5.61500 5.0 4.5 4.0 3.4 3.8 6.8 6.1 5.3 4.3 5.11800 4.7 4.2 3.7 3.2 3.6 6.4 5.7 4.8 3.9 4.62100 4.5 4.0 3.5 3.1 3.4 6.1 5.4 4.5 3.6 4.32400 4.3 3.8 3.4 2.9 3.3 5.8 5.0 4.2 3.4 4.086 2700 4.1 3.7 3.3 2.8 3.1 5.6 4.7 4.0 3.2 3.83000 4.0 3.5 3.1 2.7 3.0 5.4 4.5 3.8 3.1 3.63600 3.8 3.3 3.0 2.5 2.9 4.9 4.1 3.4 2.8 3.34200 3.6 3.2 2.8 2.3 2.7 4.5 3.8 3.2 2.6 3.04800 3.4 3.0 2.7 2.2 2.5 4.2 3.6 3.0 2.4 2.85400 3.3 2.9 2.5 2.0 2.4 4.0 3.4 2.8 2.3 2.76000 3.2 2.8 2.4 1.9 2.3 3.8 3.2 2.7 2.2 2.5 These tables have been formulated with the following deflection limitations: Ronald A. Bel G+Q : L/300;egeirstt (eTreedc hP rMofgets),s iBoEnnalg E Cnivgiinl e(Hero,ns), GradR CMax Deflection Ultimate Wind: 25mm; FIEAAPECust(E8n9g1i9n4e0e)r,,CInPtEPEng(A, uNs).R EMax Deflection Ultimate Wind L/100; 02FEB2024 Max Deflection Serviceability Wind L/200 Rc) (PE00025SPigEnQed S(6W71 (5B)D,RCP0E4(V60i 64),. .RBP(Tas)(CC 5556), RES N 1),MAIB (9225), JP(Qual).STRUCTURAL DETAILS CONCURRED'