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Re: Shear Failure of shallow foundation

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Title: Samsung Enterprise Portal mySingle
Fellow engineers,
        I got four(4) copies of this.  Did others have the same experience?
H. Daryl Richardson
----- Original Message -----
Sent: Sunday, October 11, 2009 10:34 PM
Subject: Shear Failure of shallow foundation

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