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Re: Re: Landslide

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In a message dated 3/14/98 10:40:16 AM, you wrote:

<<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

>>

Guess you'll just have to explain it to him then......

Ralph Hueston Kratz, S.E.
Richmond CA