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2006 IBC WIND ANALYSIS Question
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- Subject: 2006 IBC WIND ANALYSIS Question
- From: "Ed Najjarine, SE" <en(--nospam--at)najjarinestructures.com>
- Date: Fri, 16 Nov 2007 12:25:30 -0800 (PST)
Ladies & Gents, Can someone please clarify (simplify) the wind loading on parapets in section 6.5.12.4.4 related to load case A & B. My results seem very high. Also which section best addresses the wind loading on canopies (or sun shades). Thanks in advance. Ed Najjarine, SE Irvine, CA ******* ****** ******* ******** ******* ******* ******* *** * 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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