Monday, October 12, 2009

RE: Shear Failure of shallow foundation

Yes

 

D. Matthew Stuart, P.E., S.E., F.ASCE, SECB

Senior Project Manager

Structural Department

Associate

Engineers and Consultants - CMX

200 Route 9

Manalapan, NJ 07726

732-577-9000 (Ext. 308)

908-309-8657 (Cell)

732-298-9441 (Fax)

mstuart@CMXEngineering.com

 

From: Daryl Richardson [mailto:h.d.richardson@shaw.ca]
Sent: Monday, October 12, 2009 2:06 PM
To: seaint@seaint.org
Subject: Re: Shear Failure of shallow foundation

 

Fellow engineers,

 

        I got four(4) copies of this.  Did others have the same experience?

 

Regards,

 

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

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