Trapezoidal Metal Profile sheets with strong and reliable shear bond performance which is augmented by cross embossing located in the profile. The composite floor profile offers the ultimate in the light weight steel decking which reduced concrete usage to provide a cost effective and alternative floor solution that easy to install.
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.
In our Composite Decking Sheet the floor is constituted by a profiled Deck sheet made of metal onto which a layer of concrete is poured. The GI decking sheet is attached to the concrete by method for mouldings on the sheet which prevent the cement from slipping on a level plane and disconnecting vertically. At the point when the concrete is spilled and until it has arrived at a proper level of solidifying, the weights of the concrete, staff working and supplies utilized as a part of borne by the sheet alone. When the cement has solidified the sheet and the concrete structure a bound together bond.
We manufacture profiles which are used as permanent formwork. Permanent formwork remains it situ for the life of the building but, unlike composite flooring profiles, it does not Act as reinforcement in the concrete slab.
|Base Metal||High Tensile Structural Grade Steel 240 / 345mpa / 550|
|Coating Mass||120,180,& 275 GSM/td>|
|Thickness||0.8 mm to 2mm|
|Coating Standard||Galvanised Steel as per IS : 277|
|Type||Bare, Primer Coated, Galvanised, Pre Painted|
|Length||Upto 12000 mm|