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Home >
BlueScope Lysaght >
Residential Roof Cladding
RESIDENTIAL ROOF CLADDING
Technical Data :
Lysaght klip-Lok® 700 |
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Lysaght klip-Lok® 700
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Schematic
_700/2366006A001.GIF)
Physical Properties
Mass and Yield
Thickness
(mm BMT) |
ZINCALUME steel |
| kg/m |
kg/m2 |
m2/t |
| 0.42 |
3.26 |
4.66 |
215 |
| 0.48 |
3.70 |
5.28 |
189 |
| 0.60 |
4.59 |
6.56 |
152 |
Tolerances
Length: +0mm, -15mm
Cover Width: + 4 mm, -4mm
Spanning Tables
The maximum recommended support spacings are based on testing in accordance with AS 1562 1992, Design and installation of sheet roof and wall cladding Part 1: Metal and AS 4040.1 1992 Methods of testing sheet roof and wall cladding, Method 1: Resistance to concentrated loads.
These roof spacings are the maximum recommended for adequate performance of the roof cladding under foot traffic loading. These spacings may be reduced by the Serviceability and Strength Limit States for the particular project under consideration.
| Maximum Recommended Support Spacing (mm) |
| Type of Span |
Thickness (mm) BMT |
| 0.42 |
0.48 |
0.60 |
| Roofs |
Single Span
End Span
Internal Span
Unstiffened Eaves Overhang
Stiffened Eaves Overhang |
1600
1700
2100 150 500 |
2000 2550
3000 150 500 |
2600 2900
3600 200 750 |
| Walls |
Single Span
End Span
Internal Span
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2600 2400 3000
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3000
3000 3200
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3000 3200 3500
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Capacity & Load Tables
The wind pressure capacities are based on tests conducted at BlueScope's NATA registered testing laboratory.
Testing was conducted in accordance with AS 1562.1 - 1992, Design and Installation of Sheet Roof and Wall Cladding, and AS 4040.2 - 1992, Resistance to Wind Pressure for non-cyclonic Regions.
The table for wind pressure capacities provides pressure versus span information for Serviceability and Strength Limit State design.
Serviceability Limit State is based on a deflection limit of: (span/120) + (P/30), where P is the maximum fastener pitch.
The pressure capacities for Strength Limit State have been determined by testing the cladding to failure (ultimate capacity). These pressures are applicable when the cladding is fixed to a minimum of 1.0 mm material (G550).
To obtain the design capacity of sheeting, a capacity reduction factor should be applied (ø = 0.9).
| LYSAGHT KLIP-LOK® 700 Wind Capacities (kPa) - Limit State Format |
Base Metal
Thickness (mm) |
Type of Span |
Limit
State |
Span (mm) |
| 900 |
1200 |
1500 |
1800 |
2100 |
| 0.42 |
Single |
Serviceability |
1.47 |
1.52 |
1.42 |
1.21 |
0.96 |
| Strength |
2.55 |
2.90 |
2.90 |
2.65 |
2.30 |
| End |
Serviceability |
1.37 |
1.35 |
1.30 |
1.22 |
1.11 |
| Strength |
2.70 |
2.25 |
2.00 |
1.85 |
1.80 |
| Internal |
Serviceability |
1.35 |
1.38 |
1.39 |
1.36 |
1.30 |
| Strength |
2.85 |
2.70 |
2.55 |
2.45 |
2.30 |
| 0.48 |
Single |
Serviceability |
1.98 |
1.85 |
1.62 |
1.34 |
1.05 |
| Strength |
3.95 |
3.60 |
3.25 |
3.00 |
2.75 |
| End |
Serviceability |
1.88 |
1.74 |
1.60 |
1.47 |
1.33 |
| Strength |
3.80 |
3.45 |
3.20 |
2.95 |
2.70 |
| Internal |
Serviceability |
1.77 |
1.71 |
1.64 |
1.57 |
1.50 |
| Strength |
3.60 |
3.35 |
3.00 |
2.70 |
2.30 |
| 0.60 |
Single |
Serviceability |
3.33 |
3.01 |
2.60 |
2.12 |
1.66 |
| Strength |
7.40 |
6.90 |
6.05 |
5.10 |
4.05 |
| End |
Serviceability |
3.34 |
3.10 |
2.82 |
2.51 |
2.19 |
| Strength |
5.80 |
4.75 |
4.00 |
3.55 |
3.35 |
| Internal |
Serviceability |
3.30 |
3.13 |
2.95 |
2.75 |
2.53 |
| Strength |
5.90 |
4.85 |
4.00 |
3.50 |
3.30 |
| LYSAGHT KLIP-LOK® 700 Wind Capacities (kPa) - Limit State Format |
Base Metal
Thickness (mm) |
Type of Span |
Limit
State |
Span (mm) |
| 2400 |
2700 |
3000 |
3300 |
3600 |
| 0.42 |
Single |
Serviceability |
0.74 |
0.60 |
0.52 |
- |
- |
| Strength |
2.00 |
1.70 |
1.55 |
- |
- |
| End |
Serviceability |
0.99 |
0.86 |
0.73 |
0.60 |
0.47 |
| Strength |
1.80 |
1.65 |
1.45 |
1.25 |
1.00 |
| Internal |
Serviceability |
1.21 |
1.12 |
1.03 |
0.93 |
0.84 |
| Strength |
2.15 |
1.95 |
1.70 |
1.45 |
1.20 |
| 0.48 |
Single |
Serviceability |
0.81 |
0.66 |
0.57 |
- |
- |
| Strength |
2.50 |
2.15 |
1.80 |
- |
- |
| End |
Serviceability |
1.20 |
1.06 |
0.92 |
0.77 |
0.63 |
| Strength |
2.50 |
2.15 |
1.80 |
1.40 |
1.00 |
| Internal |
Serviceability |
1.42 |
1.34 |
1.26 |
1.17 |
1.09 |
| Strength |
1.95 |
1.65 |
1.45 |
1.35 |
1.25 |
| 0.60 |
Single |
Serviceability |
1.26 |
0.97 |
0.75 |
- |
- |
| Strength |
3.20 |
2.50 |
2.00 |
- |
- |
| End |
Serviceability |
1.88 |
1.60 |
1.36 |
1.12 |
0.91 |
| Strength |
3.20 |
2.85 |
2.35 |
1.75 |
1.10 |
| Internal |
Serviceability |
2.29 |
2.03 |
1.76 |
1.48 |
1.20 |
| Strength |
3.20 |
2.90 |
2.45 |
1.90 |
1.30 |
Size Availability
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NSW/ACT
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VIC
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TAS
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QLD
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NT
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SA
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WA
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| By Enquiry* |
By Enquiry*
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By Enquiry*
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Available
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By Enquiry* |
By Enquiry* |
By Enquiry* |
NOTE:
This information is suitable for use only in non-cyclonic areas, that is where a tropical cyclone is unlikely to occur, in accordance with AS 1170.2 - 1989, SAA Loading Code, Part 2, Wind Loads.
For further information please download Lysaght's Klip-Loc 700 Product Brochure. It is available in a PDF format from below:
Klip-Loc 700 Product Brochure. (585kb)
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All products contained herein © BlueScope Lysaght. Page layout © 1996-2008 Architecture Media (Selector) Pty Ltd. All rights reserved.
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