E: info@deltapanels.com 
W: www.deltapanels.com   
Head Office: 731 Boundary Road, Richlands, Qld 4077 |  +61 7 3271 2170
Sydney Depot: 11 The Old Northern Road, Narellan, NSW 2567  |  +61 2 4611 7712
39
Delta Panels Pty Ltd
ABN: 11 147 861 292
DELTA COLDROOM RANGE
Shear Load Transference - Shear load is transferred by rivets 
into the floor / ground surface or the perpendicular walls, 
ceiling & roof at a rate of 1.21 kN per 4.0 mm diameter rivet.
Fixing rivets at 200mm centres complies with the 20-minute 
flame barrier requirements and delivers 14.5 kN of shear 
capacity 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 transfer the shear.
*   Figures for 1.2m & 4.8m high panels are extrapolated.
    It is acceptable to interpolate Bracing Capacity heights between  
    1.2m & 4.8m. For heights outside of this dimension range, Diaphragm  
    Analysis is required to establish Bracing Capacity.
0.60mm DeltaCool-EPS-FR Bracing Capacity
Panel Height (m)
2.4
1.2*
4.8*
Kn/m
5.0
10.0
2.5
Bracing Units (BU)
100
200
50
0.6mm DeltaCool-EPS-FR Wind Pressure (kPa)
Span 
(mm)
Panel Thickness (mm)
50mm
75mm
100mm
125mm
150mm
175mm
200mm
250mm
2000
1.84
2.92
6.11
6.11
7.35
8.01
9.21
11.55
2400
1.42
2.54
5.14
5.14
6.28
6.92
7.92
9.67
3000
0.97
1.86
3.73
3.73
4.93
5.35
6.00
7.65
3600
0.70
1.39
2.68
2.68
3.84
4.28
4.77
6.05
4200
0.51
1.06
1.96
1.96
2.87
3.33
3.79
4.81
4800
0.38
0.81
1.49
1.49
2.19
2.57
2.94
3.67
5400
0.29
0.64
1.17
1.17
1.72
2.02
2.31
2.88
6000
0.22
0.50
0.94
0.94
1.38
1.62
1.86
2.32
6600
0.17
0.39
0.77
0.77
1.14
1.34
1.54
1.91
7200
0.12
0.30
0.64
0.64
0.95
1.13
1.29
1.60
7800
0.09
0.24
0.54
0.54
0.80
0.95
1.10
1.36
8400
0.07
0.19
0.43
0.43
0.69
0.82
0.94
1.17
9000
0.06
0.15
0.35
0.35
0.60
0.71
0.82
1.01
9600
0.05
0.14
0.27
0.37
0.48
0.54
0.66
0.82
10200
0.05
0.13
0.18
0.29
0.39
0.40
0.53
0.68
The 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 EPS-FR core and in accordance with Serviceability Limit State criteria as per 
AS 1170.0 - 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.
Detail A

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