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Our load bearing ceiling is manufactured from the hot dipped galvanized steel skin as per JISG 3302/94 standard. We are counted as one of the most predominant modular bearing ceiling manufacturer in India. The stresses value of our bearing ceiling are compared to the specified stresses conducted by the Manual of Steel Construction, AISC-ASD 9th Edition and B56399:1984 guidelines. The upper surface of our bearing ceiling is suitably stiffened which allow easily personal access. The incomparable designs of our load bearing ceiling allow you to incorporate additional facilities like diffusers, air-conditioning filters, flush light fittings etc. fit within the CNC-punched apertures. Its designs enable it to stand free without any kind support.

Load Bearing Ceiling Planks are fabricated by way of nominal 2x1mm hot dipped galvanized steel skin as per JISG 3302/94. Light chromated zero spangle with zinc coating 120 gms/m2 is insulated and bonded with infill of honeycomb paper core/ mineral wool forming a rigid 80mm thick panel to nominal size as required. Length is 3000-6000 mm. Modular standard width is 800mm. Upper surface is suitably stiffened to allow personal access over the entire surface.

The unique design of the ceiling allows the additional advantage of being able to incorporate flush light fittings, air-conditioning filters, grills, diffusers and other ceiling-mounted equipment, all fitted within accurately CNC-punched apertures. The unique design enables the structure to stand free of any support (box within a box) from the existing building/ structure.

Design Criteria

Truss frame and its poses
Connection piece of adjacent roof panels

Wall panel and connection to roof

Roof panel is 6000mm x 800mm x 80mm (LxWxH)

Wall panel is 3000mm x 1120mm x 80mm (HxWxD)

Each roof panel is designed to withstand concentrated load of 150kg (corresponding to 2 persons)

Self weight of roof panel (6000mm x 800mm) is conservatively taken
as 30 kg/m2

Truss is designed for a maximum span between posts of 14m loaded to withstand the self weight of as many roof panels as are required to accommodate the span and a 150kg concentrated load anywhere on the panels.

Standard

The calculated stress values were compared to the allowable stresses given by the Manual of Steel Construction, AISC-ASD 9th Edition and B56399:1984 guidelines.

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