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 Re: California Earthquake Design
#7728
06/14/01 06:34 AM
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Joined: Mar 2002
Posts: 961
Ken Hume
OP
Member
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OP
Member
Joined: Mar 2002
Posts: 961 |
I have been advised by an engineer in California that I should use 0.4g horizontal and vertical earthquake loading. Ken Hume. http://www.kfhume.freeserve.co.uk
Looking back to see the way ahead !
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