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- Two profiles: WS 1000-50-3 and WS 900-75-3
- Thickness 0.58–1.60 mm, G300–450
- Acts as formwork and reinforcement
- Embossed webs for composite action
Formwork and reinforcement in one
Steel decking is laid on the beams as a working platform, carries the wet concrete as permanent formwork and then works with the slab as tension reinforcement. With shear studs welded through to the beams, deck, slab and beams act compositely – lighter floors and faster construction for multi-storey buildings and mezzanines.
Profiles and technical data
| Code | Cover (mm) | Coil width (mm) | Rib (mm) | Thickness (mm) | Yield |
|---|---|---|---|---|---|
| WS 1000-50-3 | 1000 | 1200 | 50 | 0.58–1.50 | G300–450 |
| WS 900-75-3 | 900 | 1200 | 75 | 0.75–1.60 | G300–450 |
Unpropped spans and slab capacities depend on deck thickness, slab depth and loads – ask for the span tables for your design code.
시장별 표준 및 요구사항
World Steel이 본 제품의 설계, 제작, 문서화에 적용하는 기준 – 그리고 각 시장의 주요 형상 및 하중 요구사항.
미국
- SDI C / SDI RDComposite and roof deck standards
- ASTM A653Galvanized structural sheet
- AWS D1.3Welding of sheet steel
호주 / 뉴질랜드
- AS/NZS 2327Composite structures
- AS 1397Metallic-coated steel sheet
- AS/NZS 4600Cold-formed steel structures
유럽
- EN 1994-1-1Composite steel and concrete structures
- EN 1993-1-3Cold-formed members and sheeting
- EN 10346Hot-dip coated steel
참고용 요약입니다 – 프로젝트 시방서, 채택된 기준 판본 및 관할 기관의 요구가 우선합니다.
표면 처리
| 표면 처리 | 표준 / 비고 |
|---|---|
| Galvanized | Z180–Z275 |
자주 묻는 질문
Does the deck need props?
Up to the unpropped span for the chosen deck and slab no props are needed; longer spans need temporary propping during concreting.
