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- Subject: Re:
- From: EphHirsch(--nospam--at)aol.com
- Date: Thu, 6 Jun 2002 20:31:41 EDT
In a message dated 6/6/2002 5:22:25 PM Pacific Daylight Time, Jnapd(--nospam--at)aol.com writes:If your beam will carry any axial load then 4" top & end*. 4" from bottom if uplift may occur.
*However, if tension were to occur as an axial load, then it should be 7 bolt diameters from the end.
E. G. Hirsch, SE
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