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Re: AISI Cold Formed Steel Design

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In a message dated 12/8/2005 8:01:58 PM Central Standard Time, davemaynard(--nospam--at) writes:

It was eluded to by another on this thread that, when connecting the sag rods, you should have a bolt on both faces of the web when connecting the sag rod.  Is this correct?  Also, these sag rods will not be extending to the concrete.  Will this effect the design of these guys as well???