b'-TPCSPECIFICATIONS* Figures for 1.2m & 4.8m high panels are extrapolated.It isacceptable to extrapolate Bracing Capacity heights between 1.2m & 4.8m.For heights outside of this dimension range, Diaphragm Analysis is required to establish Bracing Capacity.Shear Load Transference - Shear load is transferred by rivets Detail A into the floor / ground surface or the perpendicular walls, ceiling & roof at a rate of 1.21 kN per 4.0 mm diameter rivet.0.60mm DeltaCool-TPC Bracing Capacity Fixing rivets at 200mm centres complies with the 20-minute flame barrierrequirementsanddelivers14.5kNofshearcapacity Panel Height (m) 2.4 1.2* 4.8* transfer per panel (6 on each side) horizontally, and 12.1 kN per metre in vertical joints. Limited by the ability of the panel to Kn/m 5.0 10.0 2.5 transfer the shear.If a higher level is required, it is necessary to stitch the joints, Bracing Units (BU) 100 200 50 with each 4.0mm diameter rivet providing 1.21 kN in shear in the slip joint.Delta Cool TPC Panel Span Tables (mm)Freestanding 1 Wall 2 Walls 3 Walls Enclosed Walls50mm 5400 5300 5300 4300 5200 370075mm 7100 7100 5400 5100 6300 4600N1 100mm 7800 7500 7000 5600 7000 5500150mm 9600 9600 7600 6400 8000 8400200mm 10500 10500 8300 6900 8400 1050050mm 5000 5000 4600 3500 4300 370075mm 7100 7100 5400 4100 5000 4600N2 100mm 8000 8100 5800 4300 5400 5500150mm 9600 9600 6700 4900 6200 8400200mm 10500 10500 8300 6000 7100 1050050mm 4600 4600 3400 2750 3200 370075mm 5400 5300 3900 2900 3600 4200N3 100mm 6600 5700 4100 3050 3800 4500150mm 8700 6600 4600 3400 4300 5100200mm 10500 8700 5700 3900 5200 660050mm 3600 3500 2700 2200 2500 290075mm 5100 4000 3200 2200 2800 3200N4 100mm 5400 4200 3000 2300 2800 3300150mm 6300 4900 3400 2500 3300 3800200mm 7800 6000 3400 2500 3300 4200The above table lists the ultimate wind load pressure for strength design and the pressure corresponding to a Span/150 single span deflection ratio for 0.60mm G300 steel skins bonded to a Thermosetting Phenolic Composite. 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.As at the stated Version Date all of the information contained in this document is correct. Please check on our WebPage to ensure that youre referencing the current version. Delta Panels Pty Ltd - ABN: 11 147 861 292E: info@deltapanels.comHead Office: 731 Boundary Road, Richlands, Qld 4077P: +61 7 3271 2170 Version Date: 2024-10-23W: www.deltapanels.com Sydney Depot: 11 The Old Northern Road, Narellan, NSW 2567 P: +61 2 4611 7712'