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Re: Retaining wall footing resultant CBC[Subject Prev][Subject Next][Thread Prev][Thread Next]
- To: seaint(--nospam--at)seaint.org
- Subject: Re: Retaining wall footing resultant CBC
- From: "Gerard Madden, SE" <gmse4603(--nospam--at)gmail.com>
- Date: Thu, 9 Apr 2009 10:17:07 -0700
For non-school buildings and non-OSHPD buildings you don't need to meet 1806A.1. It's not a matter of essential facilities...but I know what you meant.
California Building Code section 1806A.1 requires the resultant must be in the middle half using 1605A.3 load combinations. I don't see this requirement in chapter 1806. For non essential facilities are there any requirements for the retaining wall resultant, or do we just need a 1.5 safety factor?Jeff
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