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Re: moment due to differential settlement

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it is not as simple as you may think. You need to engage an engineer

Stan Scholl, P.E.
Laguna Beach, CA

On Sat, 26 Mar 2005 14:47:13 -0800 "DA" <dnae(--nospam--at)cox.net> writes:
> Hi
> there an equation to calculate the moment due to differential 
> settlement for footing 15"x18"  . 20'  long  settled 1" 
> can someone  have it  handy remind me
> 
> thanks in advance
> 
> 
> 
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