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- Subject: Re:
- From: FSRahbar(--nospam--at)aol.com
- Date: Tue, 26 Feb 2002 13:02:44 EST
You need to make sure that the bolts meet the shear formula: v = VQ/It. That would be plenty of bolts! F S Rahbar, SE ******* ****** ******* ******** ******* ******* ******* *** * Read list FAQ at: http://www.seaint.org/list_FAQ.asp * * This email was sent to you via Structural Engineers * Association of Southern California (SEAOSC) server. To * subscribe (no fee) or UnSubscribe, please go to: * * http://www.seaint.org/sealist1.asp * * Questions to seaint-ad(--nospam--at)seaint.org. Remember, any email you * send to the list is public domain and may be re-posted * without your permission. Make sure you visit our web * site at: http://www.seaint.org ******* ****** ****** ****** ******* ****** ****** ********
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