b'-EPS-FR SPECIFICATIONSDetail C0.60mm DeltaSecretFix-EPS-FR Bracing CapacityPanel Height (m) 2.4 1.2* 4.8* Shear Load Transference - Shear load is transferred by rivets Kn/m 5.0 10.0 2.5 into the floor / ground surface or the perpendicular walls, ceiling Bracing Units (BU) 100 200 50 & roof at a rate of 1.21 kN per 4.0 mm diameter rivet.Fixing rivets at 200mm centres complies with the 20-minute * Figures for 1.2m & 4.8m high panels are extrapolated.It isflamebarrierrequirementsanddelivers14.5kNofshear acceptable to extrapolate Bracing Capacity heights betweencapacity transfer per panel (6 on each side) horizontally, and 1.2m & 4.8m.For heights outside of this dimension range,12.1 kN per metre in vertical joints. Limited by the ability of theDiaphragm Analysis is required to establish Bracing Capacity. panel to transfer the shear.0.6mm DeltaSecretFix-EPS-FR Wind Pressure (kPa)SpanPanel Thickness (mm)(mm) 50mm 75mm 100mm 125mm 150mm 175mm 200mm 250mm2000 1.84 2.92 6.11 6.11 7.35 8.01 9.21 11.552400 1.42 2.54 5.14 5.14 6.28 6.92 7.92 9.673000 0.97 1.86 3.73 3.73 4.93 5.35 6.00 7.653600 0.70 1.39 2.68 2.68 3.84 4.28 4.77 6.054200 0.51 1.06 1.96 1.96 2.87 3.33 3.79 4.814800 0.38 0.81 1.49 1.49 2.19 2.57 2.94 3.675400 0.29 0.64 1.17 1.17 1.72 2.02 2.31 2.886000 0.22 0.50 0.94 0.94 1.38 1.62 1.86 2.326600 0.17 0.39 0.77 0.77 1.14 1.34 1.54 1.917200 0.12 0.30 0.64 0.64 0.95 1.13 1.29 1.607800 0.09 0.24 0.54 0.54 0.80 0.95 1.10 1.368400 0.07 0.19 0.43 0.43 0.69 0.82 0.94 1.179000 0.06 0.15 0.35 0.35 0.60 0.71 0.82 1.019600 0.05 0.14 0.27 0.37 0.48 0.54 0.66 0.8210200 0.05 0.13 0.18 0.29 0.39 0.40 0.53 0.68The above table lists ultimate wind load pressures for strength design and the pressure corresponding to a Span/150 single span deflection for 0.6mm G300 steel skins bonded to a Expanded Polystyrene Fire Retardant Grade (EPS-FR) core and in accordance with Serviceability Limit State criteria as per AS1170.0 - Table C1. The designer shall determine if Span/150 deflection ratio is appropriate for intended use. Loads for a more stringent deflection ratio can be determined by linearly proportioning the loads provided. Differential thermal effects are not incorporated in the loads provided. Version Date: 15.12.2020Delta Panels Pty Ltd Delta Panels Pty LtdP: +61 07 3271 2170E: info@deltapanels.com W: www.deltapanels.comA: 731 Boundary Road, Richlands, Qld 4077 ABN: 11 147 861 292 P: +61 07 3271 2170E: info@deltapanels.com W: www.deltapanels.comA: 731 Boundary Road, Richlands, Qld 4077 ABN: 11 147 861 292'