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- To: "'Structural Eng. Assoc. of Cal.'" <seaint(--nospam--at)seaint.org>
- From: "Mullen, Corey G." <mullencg(--nospam--at)bv.com>
- Date: Mon, 19 Oct 1998 14:21:40 -0500
I am in the process of developing design standards for a client's future capacitor bank foundations located in the Mojave Desert. I am aware of the seismic zone 4, ice zone 2 ( 50 year radial ice thickness of 0.4 inches) and high wind zone considerations however I would appreciate some input. Thank You
- From: Greg Leyh