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combined seismic load with creep load[Subject Prev][Subject Next][Thread Prev][Thread Next]
- To: seaoc <seaoc(--nospam--at)seaoc.org>
- Subject: combined seismic load with creep load
- From: Dave Anderson <dnae(--nospam--at)earthlink.net>
- Date: Wed, 17 Sep 1997 21:42:07 -0700
Hi Is anyone done foundation on piers on hillside with creep load for example 5.0 kip per pier if so., do you consider combining the creep load with the seismic load or wind load, or what the load comination do you consider, come on someone has done that before i need an answer Thanks Dave Anderson P.E.
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