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Re: Landslide

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Ralph Hueston Kratz wrote:

. > The geotech is not recommending minimum rebar in piers or grade beams for
. > seismic or wind conditions, but for soil conditions.


But then the Client wants to know why *I* have so much more reinforcing than 
is recommended.

A. Roger Turk, P.E.(Structural)
Tucson, Arizona