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Re: 16 gage wire strength
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- Subject: Re: 16 gage wire strength
- From: "Gary L. Hodgson and Assoc." <design(--nospam--at)hodgsoneng.ca>
- Date: Fri, 02 Oct 2009 07:51:01 -0400
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Harold, In response to your question, our NBCC requires that "due consideration" be given to wind pressures acting on interior partitions and walls due to differential pressures(windward and leeward sides), stack effect due to temperature, and pressurization due to mechanical equipment. I hope I understood your question correctly. Gary Harold Sprague wrote: First how can you have an interior wall UNDER 5 psf lateral load.******* ****** ******* ******** ******* ******* ******* *** * 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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