Topdek® 700 Technical Information

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Material Specifications

Material Specifications
Material Properties Finish 0.42 BMT 0.48 BMT
Total Coated Thickness (TCT) mm Zinc/alum 0.47 0.53
Colour 0.50 0.56
Mass (kg / linear metre) Zinc/alum 3.26 3.70
Colour 3.32 3.76
Mass (kg / square metre) Zinc/alum 4.66 5.28
Colour 4.74 5.37
Yield (square metre / tonne) Zinc/alum 214.6 189.4
Colour 211.0 186.2
Tensile Strength (MPa) Zinc/alum & Colour 550 550
Width Coverage (mm) Zinc/alum & Colour 700 700
Sheet Tolerances (mm) Length & Width ±5 ±5
Minimum Roof Pitch Zinc/alum & Colour

Design considerations

The minimum recommended roof pitch for Topdek 700 is one degree (1 in 60). The 700mm coverage of Topdek 700 provides easy handling and installation. Topdek 700 roofing is subject to thermal expansion, particularly on darker colours. The maximum length before an expansion joint is required is 24 metres for lighter colours, and 16 metres for darker colours.

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 and AS/NZS 1170.2:2002 for all other applications. Capacity tables are in limit state format.

Spans

Spans are determined by wind speeds for non-cyclonic areas. For domestic applications, the pressures and spans are based on a maximum: eaves height of six metres, roof pitch of 35 degrees and total roof height of 8.5 metres. For commercial and industrial applications, tables are based on a maximum overall height of ten metres and a 500 year design return period.

Roofing calculations are based on Cpe=-0.9 and Cpi=0.2, walling is based on Cpe=-0.65 and Cpi=0.2. A local pressure factor, Kl=2.0 has been used for all roofing and walling spans for both strength and serviceability limit states. Roof spans allow for loads incidental to maintenance.

All pressures have been determined assuming the wind loading in any direction is not affected by topography. The following shielding factors have been used for each of the terrain categories: Category 3 = 0.85, Category 2.5 = 0.95, and Category 2 = 1.

The carport and verandah spans only apply to structures not enclosed by peripheral walls. Spans are based on Cpn=-0.9 and Kl=1.5 applied over the entire span, and are suitable for all span types. Loads on supporting purlins may limit these spans.

Stratco can provide additional engineering advice if any design parameters vary from those above.

Spans (mm)
BMT Application Span Type Three Screws per clip Five Screws per clip
N1 (W28) N2 (W33) N3 (W41) N4 (W50) N1 (W28) N2 (W33) N3 (W41) N4 (W50)
0.42 mm Roofing Single 2000 1750 1250 - 2000 1900 1500 -
End 2200 2100 1550 - 2200 2200 1750 1300
Internal 2300 2300 1650 - 2300 2300 2050 1550
Walling Single 2850 2050 1750 900 2850 2250 1900 1200
End 3000 2400 1950 1350 3200 2650 2250 1850
Internal 3200 2900 2250 1650 3600 3100 2250 2150
0.48 mm Roofing Single 2200 1900 1600 - 2200 1900 1600 -
End 2950 2300 2000 1300 2950 2300 2050 1550
Internal 3100 2850 2300 1400 3100 2950 2400 2000
Walling Single 3000 2300 1900 1250 3000 2250 1900 1450
End 3250 2750 2300 1800 3600 2850 2300 2050
Internal 3600 3250 2850 2100 3600 3350 2950 2550

The values are for use with steel supports with a minimum thickness of 0.95mm, G550.

Wind Load Conversion

For domestic applications use the appropriate wind classification for the area. To read the span tables for commercial and industrial applications, select the region and category for the area, then convert it to the correct classification using table 2.0 below.

Wind Load Conversion
Wind Classification (Domestic) Region & Category (Commercial / Industrial)
N1 (W28) Reg A, Cat 3
N2 (W33) Reg A, Cat 2.5 - Reg B, Cat 3
N3 (W41) Reg A, Cat 2 - Reg B, Cat 2.5
N4 (W50) Reg B, Cat 2

Maximum Recommended Spans

Maximum Recommended Spans (mm)
Span Type Roofing (BMT) Walling (BMT)
0.42 mm 0.48 mm 0.42 mm 0.48 mm
Single Span 2200 2200 2850 3000
End Span 2200 2950 3000 3250
Internal Span 2300 3100 3200 3600
Un-stiffened Overhang 200 200 300 300
Stiffened Overhang 600 600 400 400

Roofing spans are limited, based on typical maintenance foot traffic. Walling spans are based on N1 (W28) wind loading. Spans are based on three fasteners per sheet, per support. The values are for use with steel supports with a minimum thickness of 0.95mm, G550.

Domestic Carport / Verandah Spans

Domestic Carport / Verandah Spans (mm)
Wind Classification Base Metal Thickness
0.42 mm 0.48 mm
N1 (W28) 3800 4200
N2 (W33) 3800 4200
N3 (W41) 2300 2600
N4 (W50) 1500 1750

Spans are not based on fixing to clips, but on pierce fixing with two fasteners per pan, per support. The values are for use with steel supports with a minimum thickness of 0.95mm, G550

Wind Capacities

Wind Capacities (kPa)
BMT Span Type Limit State Span (mm) Three Fasteners Span (mm) Five Fasteners
900 1200 1500 1800 2100 2400 2700 3000 3300 3600 900 1200 1500 1800 2100 2400 2700 3000 3300 3600
0.42 mm Single Serviceability 2.14 1.83 1.53 1.22 0.92 0.82 0.72 0.63 - - 2.45 2.12 1.78 1.45 1.11 0.91 0.71 0.51 - -
Strength 3.40 3.06 2.72 2.38 2.04 1.73 1.43 1.12 - - 3.73 3.38 3.02 2.67 2.32 1.91 1.51 1.11 - -
End Serviceability 2.47 2.19 1.90 1.62 1.33 1.05 0.87 0.70 0.53 0.35 2.42 2.15 1.89 1.63 1.36 1.10 0.92 0.75 0.57 0.39
Strength 4.22 3.67 3.12 2.57 2.02 1.48 1.28 1.08 0.88 0.68 5.33 4.72 4.11 3.49 2.88 2.27 2.05 1.83 1.60 1.38
Internal Serviceability 2.13 1.94 1.76 1.57 1.39 1.20 1.05 0.90 0.75 0.60 2.64 2.38 2.12 1.86 1.60 1.34 1.17 1.00 0.84 0.67
Strength 4.74 4.19 3.65 3.10 2.55 2.00 1.69 1.39 1.08 0.78 5.63 5.10 4.58 4.05 3.52 2.99 2.62 2.25 1.88 1.52
0.48 mm Single Serviceability 2.58 2.19 1.80 1.40 1.01 0.90 0.80 0.69 - - 2.60 2.20 1.79 1.39 0.98 0.88 0.78 0.67 - -
Strength 3.68 3.43 3.17 2.91 2.65 2.45 2.24 2.04 - - 4.00 3.66 3.33 2.99 2.65 2.49 2.32 2.15 - -
End Serviceability 3.05 2.67 2.29 1.92 1.54 1.16 0.98 0.79 0.60 0.42 3.32 2.88 2.45 2.01 1.57 1.14 1.00 0.87 0.74 0.61
Strength 5.34 4.70 4.07 3.44 2.80 2.17 1.85 1.53 1.21 0.89 6.12 5.40 4.68 3.95 3.23 2.51 2.26 2.01 1.76 1.51
Internal Serviceability 2.65 2.43 2.22 2.00 1.79 1.57 1.35 1.14 0.92 0.70 3.22 2.90 2.59 2.27 1.96 1.65 1.43 1.21 0.99 0.77
Strength 5.36 4.87 4.38 3.88 3.39 2.90 2.52 2.13 1.75 1.37 7.23 6.50 5.78 5.05 4.32 3.59 3.14 2.69 2.23 1.78

The values are for use with steel supports with a minimum thickness of 0.75mm, G550.

Water Carrying Capacity

Maximum Roof Run For Drainage (m)
Roof Slope Peak Rainfall Intensity (mm / hr)
150 180 200 250 300 350 400 450
262 218 196 157 131 112 98 87
454 378 340 272 227 194 170 151
586 488 439 351 293 251 219 195
7.5° 719 599 539 431 359 308 269 239
10° 832 693 624 499 416 356 312 277
15° 1026 855 769 615 513 439 384 342

The peak rainfall intensities shown represent a 100 year average recurrence interval (ARI) for a five minute rainfall duration. If roof penetrations exist, the total roof run will generally be greater than the distance from ridge to eaves at the location the penetration interferes with the runoff. Contact Stratco if further advice is required.

Topdek 700 concealed clip

The most important feature of Topdek 700 is the single piece concealed clip. Its innovative design ensures maximum performance of the roofing, superior spanning and ease of installation. It is suitable for a variety of industrial and commercial uses, and can be used where a low roof pitch is required and security is important. Buildings such as shopping centres, hospitals, industrial storage, factories and warehouses lend themselves to this style of roofing for its strong, reliable, no fuss application.

• Specially designed single piece galvanised steel roof clip eliminates the possibility of mechanical failure.
• The clip is simply fastened onto the purlin and the roof deck locks straight onto the clip for fast and easy installation.
• The secure locking action ensures the deck is water tight and protects against entry.
• All fasteners are covered by the deck helping to minimise fixing corrosion.
• Specially designed recesses for fastening avoid denting the roof sheet.
• Allows for bracket adjustment to accommodate out of square buildings or installer requirements.