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| LYSAGHT FLEXICLAD® 1110 is designed to provide an aesthetic and economical solution for wall cladding not onlyfor commercial application, but also for residential and industrial application.LYSAGHT FLEXICLAD® 1110, manufactured out of high strength steel base, has an attractive shape and provides high strength at lower base metal thickness for wall cladding application.Features: • Available in a wide variety of COLORBOND® steel colours and ZINCALUME® steel • Attractive trapezoidal multi-ribbed profile • Quick and easy to install • Specially designed side laps which makes it leak proof Profile LYSAGHT FLEXICLAD® 1110 is 1110 mm wide coverage profile with nominal 11.6 mm deep ribs at nominal 222 mm centre-to-centre with three stiffeners in between the ribs. The end ribs are designed for anti-capillary action, to avoid any seepage of water through the lateral overlap.
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Material Specification LYSAGHT FLEXICLAD® 1110 is manufactured out of high strength steel. The coated steel is ZINCALUME® steel, which is a zinc-aluminium alloy coated steel complying with AS 1397, G550, AZ150 (550 MPa minimum yield stress, 150 g/m2 minimum coating mass) or COLORBOND® steel, a pre-painted steel conforming to AS/NZS 2728 Type 3-4. (Please refer to ZINCALUME® steel and COLORBOND® steel brochure for details)  Lengths Sheets are supplied custom cut. Tolerances Length: + 0 mm, – 15 mm Width: + 0 mm, – 4 mm Masses  |
| Maximum Support Spacing (in millimetres) The maximum recommended support spacings are based on tests conducted in accordance with AS1562.1-1992, AS4040.1- 1992 and AS4040.2-1992. Wall Span considers resistance to wind pressure only. The pressure considered (in accordance with IS 875.3) is based on buildings up to 10m high, Zone 3 (Basic wind speed Vb = 47 m/s), Class A, Terrain category 3, K1 = 1.0, K2 = 0.91, K3 = 1.0,with the following assumptions made:  Walls:Cpe = – 0.80 (internal cladding spans) Cpe = – 1.20 (single and end cladding spans) Cpi = + 0.2 |
These spacings may vary for particular projects, depending on specific structure characteristics. Limit States Wind Pressures The wind pressure capacities are based on tests conducted at BlueScope Steel’s NATA registered testing laboratory. Testing was conducted in accordance with AS 1562.1-1992 Design and Installation of Sheet Roof and Wall Cladding-Metal and AS 4040.2-1992 Resistance to Wind Pressure for Non-cyclonic Regions. The pressure capacities for serviceability are based on a deflection limit of (span/120) + (maximum fastener pitch/30). The pressure capacities for strength 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, G550 steel.  |
*A capacity reduction factor of Ø= 0.9 has been applied to strength capacities. Supports must be not less than 1 mm BMT.
*Please contact Tata BlueScope Building Products office before adopting for design
| For material less than 1.0 mm thick, seek advice from your nearest Tata BlueScope Building Products office. Adverse Conditions If this product is to be used in marine, severe industrial or unusually corrosive environments, ask for advice from your nearest Tata BlueScope Building Products office. Metal and Timber Compatibility Lead, copper, free carbon, bare steel and green or some chemically treated timber is not compatible with coated steel. Hence, any contact or rainwater discharge from above mentioned materials should be controlled. Supporting members should be coated to avoid problems with underside condensation. If there are doubts about the compatibility of other products being used, ask for advice from your nearest Tata BlueScope Building Products office. Maintenance Optimum product life will be achieved if all external walls are washed regularly. Areas not cleaned by natural rainfall (such as the tops of walls sheltered by eaves) should be washed down every six months. |
Storage and Handling
Keep the product dry and clear of the ground. If stacked or bundled product becomes wet, it is always advisable to For cutting thin metal on site, we recommend a circular saw with a metal cutting blade because it produces fewer |
| staining when the metal particles rust. Sealed Joints For sealed joints, use screws or rivets and neutral-cure silicone sealant branded as suitable for use with galvanised or ZINCALUME® steel.Non-Cyclonic AreasThe information in this brochure is suitable for use only in areas where a tropical cyclone is unlikely to occur. Ask for advice from your nearest Tata BlueScope Building Products office on designs to be used in cyclonic areas. Fasteners All the fasteners used for external application shall be as |
 • into metal: there should be at least three threadsprotruding past the support you are fixing to, but the Shankguard must not reach that support; • into timber: the screw must penetrate the timber by the same amount that the recommended screw would do if there were no insulation. |
Note:
1. All screws are self drilling, self tapping with EPDM sealing washer unless otherwise noted.
2. The number of screws per support are per m2 are only for guidance, based on support spaced at 1 m and wall 0.6m.
3. HG refers to Hi-Grips.
4. * – the screw quantity is based on an average number of screws.
5. Please refer to the above data for guidance purpose only. You may contact Tata BlueScope Building Products office for further information.
| For more information, please contact: |  (A Division of Tata BlueScope Steel Limited) |