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Re: Steel deck diaphragms

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-----Original Message-----
From: dave <dmcmaster(--nospam--at)hopeengineering.com>
To: seaint(--nospam--at)seaint.org <seaint(--nospam--at)seaint.org>
Date: Friday, September 17, 1999 8:40 AM
Subject: Steel deck diaphragms


>We have designed a single story tilt-up with a steel deck roof diaphragm.
>We are still unable to convince the plan checker that this is
>an adequate diaphragm

Does the planchecker have any specific objections or is he just covering his
ignorance?
If you have shown that there is a complete load path then it's plancheck
ignorance.