Cooldek Technical Information
Profile
Design Considerations
The minimum recommended roof pitch for "flat" verandahs shall be 2° (1 in 30) for Cooldek Classic panels and 3° (1 in 20) for Cooldek CGI panels. The maximum roof pitch for "flat" verandahs shall be 5° (1 in 12). Care must be taken to ensure the minimum roof pitch is maintained to avoid ponding of rainwater.
The roof is designed to withstand actions incidental to maintenance, roofs are not to be used for floor type activities.
The design contained within these span tables relate to wind classifications N1, N2, N3, and N4 applicable to Regions A and B. Stratco does not accept liability for any loss or damage suffered as a result of any errors in the interpretation or application of these span tables.
Material Specifications |
Material Properties |
Cooldek Classic |
Cooldek CGI |
Base Metal Thickness / Material Grade |
Top Skin |
0.42mm / G550 |
0.42mm / G550 |
Bottom Skin |
0.50mm / G300 |
0.50mm / G300 |
Mass (kg / linear metre) |
50mm Panel |
9.5 |
9.6 |
75mm Panel |
9.8 |
9.9 |
100mm Panel |
10.1 |
10.2 |
Width Coverage (mm) |
1000 |
1000 |
Minimum Roof Pitch |
2° |
3° |
Core |
Material |
SL Grade EPS (expanded polystyrene) |
Thermal Conductivity |
0.037 W/mK (0°C mean temperature) |
Compliance
The Wind Capacity Tables are based on testing in accordance with AS1562.1-1992 and AS4040.0, 1 & 2-1992. Span tables have been developed by determining wind pressures in accordance with AS4055-2006 for domestic applications. Capacity tables are in limit state format.
Spans
The spans given in the 'Single Spans' table are determined for wind speeds for non-cyclonic areas. Indicated spans are suitable for 'flat' roof patios. Open freestanding unit spans can be taken from open three sides unless a wall, eaves or boundary exists within 500mm of two or more sides.
For Cooldek roofing in attached or freestanding domestic gable patio application, sheet spans shall not exceed those given for one or no open sides. Alternatively the 'Wind Capacities' table may be used to determine allowable single spans for any application.
Spans specified for units with three sides open are suitable for units considered 'empty under' and not exceeding three metres in height (from ground or deck level). For units in which goods or materials stored under the roof are expected to block greater than 50% of any open side exposed to the wind spans are to be taken from open two sides.
For units with two open sides, spans are based on Cp,n=-1.0 while for units with only one or no open sides, Cp,n=-1.2. In all cases, relevant consideration has been given to local pressure.
Note: The 'Wind Capacities' table provides allowable wind capacities for Cooldek in single span application for serviceability and strength limit states. The pressures given may be used by a suitably qualified engineer for any single span application ensuring appropriate fixing details are applied.
Single Spans - Domestic Patio Application
Single Spans - Domestic Patio Application (mm) |
Open Sides |
Panel Thickness (mm) |
COOLDEK CLASSIC |
COOLDEK CGI |
N1 (W28) |
N2 (W33) |
N3 (W41) |
N4 (W50) |
N1 (W28) |
N2 (W33) |
N3 (W41) |
N4 (W50) |
Three |
50 |
5400 |
5400 |
5400 |
4200 (3900) |
5400 |
5400 |
5100 |
3900 |
75 |
6600 |
6600 |
6000 |
4800 (3900) |
6600 |
6600 |
6000 |
4800 (3900) |
100 |
7200 |
7200 |
6600 |
6000 |
7200 |
7200 |
6900 |
6000 |
Two |
50 |
5400 |
5400 |
3900 |
3300 (3000) |
5400 |
5100 |
3600 |
3000 |
75 |
6600 |
5500 |
4800 |
3900 (3000) |
6600 |
5700 |
4800 |
3900 (3000) |
100 |
7200 |
6300 |
5400 |
4100 (3500) |
7200 |
6600 |
5400 |
4100 (3500) |
One/None or Gable Patio |
50 |
5400 |
4500 |
3300 |
3000 (2000) |
5400 |
4500 |
3300 |
3000 (2000) |
75 |
6000 |
4800 |
3900 |
3300 (2100) |
6300 |
5100 |
3900 |
3300 (2100) |
100 |
6900 |
5400 |
4200 |
3600 (2400) |
7200 |
5700 |
4200 |
3600 (2400) |
Maximum allowable 900mm deck overhang for 50 and 75mm panels and 1200mm for 100mm panels, except in wind classification N4 in which maximum allowable shall be 900mm. The cladding back span shall be no less than 1.5 times the deck overhang. If values are shown in brackets they represent the maximum allowable span if an overhang is used. For a side to be considered open, the full length of the side must be open.
Single Span Wind Capacities (kPa)
Single Span Wind Capacities (kPa) |
Profile |
Panel Thickness (mm) |
Limit State |
Span (mm) |
1800 |
2400 |
3000 |
3600 |
4200 |
4800 |
5400 |
6000 |
6600 |
7200 |
Classic |
50 |
Serviceability |
3.80 |
2.69 |
2.06 |
1.66 |
1.38 |
1.18 |
1.02 |
- |
- |
- |
Strength |
6.70 |
4.50 |
3.30 |
2.56 |
2.07 |
1.72 |
1.46 |
- |
- |
- |
75 |
Serviceability |
- |
4.86 |
3.43 |
2.58 |
2.02 |
1.64 |
1.37 |
1.16 |
1.00 |
- |
Strength |
- |
5.11 |
3.63 |
2.75 |
2.17 |
1.77 |
1.48 |
1.26 |
1.08 |
- |
100 |
Serviceability |
- |
- |
3.51 |
2.78 |
2.27 |
1.91 |
1.65 |
1.44 |
1.27 |
1.14 |
Strength |
- |
- |
4.58 |
3.47 |
2.74 |
2.24 |
1.87 |
1.59 |
1.38 |
1.21 |
CGI |
50 |
Serviceability |
3.72 |
2.62 |
1.99 |
1.60 |
1.32 |
1.13 |
0.97 |
- |
- |
- |
Strength |
6.78 |
4.47 |
3.24 |
2.49 |
1.99 |
1.64 |
1.38 |
- |
- |
- |
75 |
Serviceability |
- |
3.81 |
2.86 |
2.27 |
1.86 |
1.57 |
1.35 |
1.18 |
1.04 |
- |
Strength |
- |
5.84 |
4.15 |
3.14 |
2.48 |
2.02 |
1.69 |
1.44 |
1.24 |
- |
100 |
Serviceability |
- |
- |
3.74 |
2.89 |
2.33 |
1.93 |
1.63 |
1.41 |
1.23 |
1.09 |
Strength |
- |
- |
4.20 |
3.30 |
2.69 |
2.25 |
1.92 |
1.67 |
1.47 |
1.31 |
The values in all the above tables are for use with steel supports with a minimum thickness of 1.0mm BMT, G550, or timber supports with fixing details as specified below.