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RE: 50' high firewall design / detailing
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- Subject: RE: 50' high firewall design / detailing
- From: Gary Ehrlich <GEhrlich(--nospam--at)mcecorp.com>
- Date: Fri, 25 Jul 2003 08:42:37 -0400
Two possibilities: PDHOnline has two courses on firewalls, one of which covers how to calculate the pulling force induced by the collapse of the structure on one side of the firewall and design lateral ties accordingly. The course links are http://pdhonline.org/courses/g125/g125.htm and http://pdhonline.org/courses/g130/g130.htm; I forget which one covers the method. (I think it's the latter one). The other possibility is to specify a "melt-away" anchor using rolled zinc alloy as the material for your ties to the wall. The zinc alloy has a much lower melting point (~800F) as compared to the standard steel or aluminum ties. Heckmann offers anchors from the rolled zinc alloy (see their catalog at www.heckmannbuildingprods.com under "Breakaway Fire Anchors"; don't know if anyone else does. Gary Gary J. Ehrlich, P.E. Meyer Consulting Engineers Corp. 451 Hungerford Drive, Suite 113 Rockville, MD 20850 (301) 738-5690 (301) 738-5695 fax ******* ****** ******* ******** ******* ******* ******* *** * 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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