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How to apply total overturning moment Ms across piled slab cross section

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I am currently designing a piled slab foundation to support a 25m high tank.  I have been given the Mrw line load from Wind Overturning Moment that is applied around the tank shell which is easily applied.  

I am trying to work out how to apply the Mrw which is the total moment across the entire tank foundation applied at the slab top surface.  


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