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FOS for overturning of footings for DSA[Subject Prev][Subject Next][Thread Prev][Thread Next]
- To: <seaint(--nospam--at)seaint.org>
- Subject: FOS for overturning of footings for DSA
- From: "Deepansh Kathuria" <kathuria_deepansh(--nospam--at)hotmail.com>
- Date: Wed, 10 Sep 2003 14:34:59 -0700
i just wanted to know the factor for safety for overturning of footings of retaining walls laid down by DSA.
Is it any different then mentioned in CBC 1611A.6
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