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Shear Failure of shallow foundation

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Title: Samsung Enterprise Portal mySingle

Hi all,

Can anyone tell  the reason behind the codal provision of taking the critical section for failure of foundation in shear at a distance of d/2( d=thickness of foundation slab) from the face of column for punching shear and at distance of d in case of one way shear.

 

Thanks & Regards.

 

Mandeep Singh

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