How to Design one way slab | Design of Slab | Limit state design of slab | IS 456-2000

Detailed steps to design One Way Slab has been explained clearly, all the checks ie check for deflection, check for development length, check for shear has been explained in detail.
When ratio of longer span to shorter span is greater than 2 than it is considered as one way slab, it rests on two supports and around 84% load is taken by short span where as 16% is taken by long span, main reinforcement is provided along short span and distribution steel is provided along long span
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