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Decking Sheets

With strong shear bond performance supported by cross embossing, trapezoidal metal profile sheets offer an efficient flooring option. Their lightweight design minimizes concrete usage, ensuring a cost-effective and easy installation.

Our range of accessories includes:
  • Applications
  • Technical Specifications
  • Thickness
  • Advantages
  • Load Tables
  • Benifits of Metal Decking
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Applications

  • High Rise Buildings
  • Multiplexes / Commercial Buildings
  • Power Plant Buildings
  • Office Buildings
  • Mezzanine Floors in Industrial Buildings & Warehouses
  • Steel deck for mezzanine floors
  • Power Projects
  • Industrial Buildings Multi-Storeyed Buildings.
  • Supermarkets / Malls.
  • SEZs
  • Storage Sites.
  • Mezzanine Floors.
  • Bridges.
  • Walkways.
  • Platforms.

Technical Specification

  • Base Metal
  • High tensile structural grade steel
  • Coating Mass 120, 180 & 275 GSM
  • Coating Standard IS : 277
  • Yield Strength 240 MPA

Thickness

  • 0.8mm/1mm/1.2mm/1.6mm

Advantages

Reduced Concrete Usage: By utilizing tensile steel for composite slab construction, we can significantly decrease slab thickness and the overall weight of buildings, offering a more sustainable solution while also reducing costs.

  • No separate formwork is required for slab casting.
  • Construction time is minimized.

Load Tables

The structural adequacy of DECK sections is established by choosing the section to provide requisite sectional modules to satisfy moment and deflection criterion. A moment coefficient of 1/8 is used for single and dual spans and 1/10 for 3 or more spans. The deflection co-efficient are 0.013 for single span and 0.0078 for multi spans. The maximum deflection of the DECKSHEETS is restricted to L/250 under uniformly distributed loads.

Benetits of Metal Decking

The structural adequacy of DECK sections is assessed by choosing a section that provides the required properties to satisfy moment and deflection criteria. A moment coefficient of 1/8 is used for single and dual spans, while a coefficient of 1/10 is applied for three or more spans. The deflection coefficients are 0.013 for single spans and 0.0078 for multi-spans. Additionally, the maximum deflection of the DECKSHEETS is restricted to L/250 under uniformly distributed loads