LYSAGHT
LYSAGHT W-DEK®
Product Description and Features
LYSAGHT W-DEK® is one of a range of structural steel decking products available from BlueScope Lysaght. It is an economical steel decking system which has been optimised to bring greater efficiency, speed of construction and economy.
- One of the widest steel deck profiles currently available (700mm) in Australia
- Superior spanning capacity reduces propping requirements (4m plus unpropped spans)
- Excellent concrete displacement characteristics - reduces up to 40mm concrete over conventional concrete slabs
- Improved on-site safety with less propping, no stripping and minimal on-site cutting
- Can be used as permanent formwork or used to reduce bottom reinforcing
- Fast track construction, reduced time from floor to floor
- Safe working platform with wide flat ribs
- Soffit aesthetics with no or minimal deformations from prop marking
Warnings
- Design & detailing should be carried out by a qualified structural engineer
Product Details
Specification
Specification
LYSAGHT W-DEK® is roll-formed from hot dipped, zinc coated high tensile steels, which conform to AS1397 grade G550, Z350.
1.2mm BMT, Grade G500, is not available in the design tables and software, however, the solution using LYSAGHT W-DEK® 1.2mm BMT is available subject to enquiry.
Physical Properties
| Thickness (mm) | Mass | Yield Strength MPa | Coverage m2/t | |
|---|---|---|---|---|
| kg/m2 | kg/m | |||
| 0.75 1.00 | 8.85 11.63 | 6.19 8.14 | 550 550 | 113 |
Schematic
Availability
Availability
| NSW/ ACT | VIC | TAS | QLD | NT | SA | WA |
|---|---|---|---|---|---|---|
| Avail. | Avail. | Avail. | Avail. | By Enquiry* | Avail. | Avail. |
*Please contact our sales office on 13 30 38 for availability.
Design
Formwork Construction and Quick Selection Tables
This information is to be used in conjunction with the LYSAGHT W-DEK® Design Manual. Download LYSAGHT W-DEK® Design and Construction Manual (912 KB)
Formwork table 0.75 BMT
No temporary props per slab span
| Slab thickness (mm) | 130 | 135 | 140 | 145 | 150 | 160 | 175 | 200 |
|---|---|---|---|---|---|---|---|---|
| Single Span | 2700 | 2650 | 2600 | 2550 | 2550 | 2450 | 2300 | 2100 |
| Two Spans | 3500 | 3450 | 3400 | 3350 | 3300 | 3200 | 3050 | 2900 |
| Three or more spans | 3300 | 3250 | 3200 | 3150 | 3100 | 3050 | 2950 | 2800 |
1 temporary prop per slab span
| Slab thickness (mm) | 130 | 135 | 140 | 145 | 150 | 160 | 175 | 200 |
|---|---|---|---|---|---|---|---|---|
| Single Span | 5200 | 5200 | 5400 | 5600 | 5600 | 6000 | 5950 | 5650 |
| Two Spans | 5200 | 5200 | 5400 | 5600 | 5600 | 6000 | 5950 | 5650 |
| Three or more spans | 5200 | 5200 | 5400 | 5600 | 5600 | 6000 | 5950 | 5650 |
Formwork table 1.00 BMT
No temporary props per slab span
| Slab thickness (mm) | 130 | 135 | 140 | 145 | 150 | 160 | 175 | 200 |
|---|---|---|---|---|---|---|---|---|
| Single Span | 3100 | 3050 | 3000 | 2950 | 2900 | 2850 | 2750 | 2600 |
| Two Spans | 4100 | 4050 | 4000 | 3950 | 3900 | 3800 | 3650 | 3500 |
| Three or more spans | 3800 | 3750 | 3700 | 3650 | 3600 | 3500 | 3400 | 3200 |
1 temporary prop per slab span
| Slab thickness (mm) | 130 | 135 | 140 | 145 | 150 | 160 | 175 | 200 |
|---|---|---|---|---|---|---|---|---|
| Single Span | 5200 | 5200 | 5400 | 5600 | 5600 | 6000 | 6000 | 6000 |
| Two Spans | 5200 | 5200 | 5400 | 5600 | 5600 | 6000 | 6000 | 6000 |
| Three or more spans | 5200 | 5200 | 5400 | 5600 | 5600 | 6000 | 6000 | 6000 |
Span Table Notes:
- Continuous maximum slab spans are limited as given in the LYAGHT W-DEK® Design & Construction manual for interior spans and total 6000mm limit.
- Maximum formwork spans are based on Ll/240 deflection limit and ratio of two adjacent spans equal 1:1 and 100mm width of support.
- Use LYSAGHT W 2004 software to get longer spans with Ll/130 deflection limit and wider supports.
- These tables can be used in steel frame construction or other buildings where sheets can be securely fixed to supports.
- The tables are based on the following maximum construction loads:
- Workmen and equipment = 100kg/m²
- Mounting of concrete = 3kPa over an area of 1.6x1.6m and zero over the remainder.
- Stacking of material on LYSAGHT W-DEK® sheets before placement of concrete only = 100kg/m² which should be on drawings and controlled on construction site.
- The information contained in the publication is intended for guidance on only. This information to be used only in conjunction with a consulting structural engineer.
Refer to LYSAGHT W-DEK® Design Manual for full note specifications.
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