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Re: moment due to differential settlement[Subject Prev][Subject Next][Thread Prev][Thread Next]
- To: <seaint(--nospam--at)seaint.org>
- Subject: Re: moment due to differential settlement
- From: "S. Gordin" <mailbox(--nospam--at)sgeconsulting.com>
- Date: Sun, 27 Mar 2005 08:56:37 -0800
I agree with Stan, the reality is more complicated than - and may be even completely different from - what you are assuming. For a continuous footing, the simply supported beam approach and the corresponding answer would not be correct, at least due to the fact that there will be negative moments due to BEF action.
If you insist, though, and although I do not recommend it in this case, here is the formula for moment in simply supported beam with forced deflection "delta":
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