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Manipal Journal of Science and Technology

Abstract

The components of profiled steel decking slab are profiled steel sheet with normal weight concrete, and minimum reinforcement for shrinkage stresses. Nowadays, composite slabs are becoming popular for high-rise office structures due to faster construction, where the structural requirement for fire protection is at a medium level. However, there are no Indian standard codes of practice available for design principles and guidelines for composite floors with profiled sheeting. In this paper, a design guideline for profiled steel decking composite slab is proposed with limit state approach, as per Indian standard.

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