Design of one-way RC slabs for concentrated load is done by

using Pigeaud's moment coefficients

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taking slab strip of unit width containing the load

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taking slab strip of width effective in resisting the deflection

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taking orthogonal slab strips of unit width containing the load

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Solution

The correct option is A using Pigeaud's moment coefficients
Pigeaud's moment coefficients can be used for computing bending moments in a panel freely supported along four edges with restrained corners and carrying symmetrically placed load distributed over small area i.e. a concreted load. Pigeaud derived these curves for thin plates, using elastic theory of flexure, and assuming Poisson's ratio of 0:15.

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