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RE: '97 UBC vs. 2000 IBC
[Subject Prev][Subject Next][Thread Prev][Thread Next]- To: "'seaint(--nospam--at)seaint.org'" <seaint(--nospam--at)seaint.org>
- Subject: RE: '97 UBC vs. 2000 IBC
- From: "Yousefi, Ben" <Ben.Yousefi(--nospam--at)ci.sj.ca.us>
- Date: Fri, 11 Apr 2003 10:03:02 -0700
This is not at all unusual. Many parts of the country , including California, are going to get smaller seismic base shear than the 97 UBC. The main reason for this is the detailed spectral maps that are used with the IBC. The 97 UBC assigns seismic zones to very broad and general areas such as costal California. However with IBC, many areas such as San Jose and San Diego may end up getting smaller base shear compared to the 97 UBC. Personally, I much prefer seismic zones. I think we are putting way too much faith in the accuracy of these geological maps. Especially since most of the recent major quakes such as Kobe, occurred on previously unknown faults. Ben Yousefi, SE San Jose, CA -----Original Message----- From: Bruce Holcomb [mailto:bholcomb(--nospam--at)brpae.com] Sent: Friday, April 11, 2003 8:44 AM To: Seaint (E-mail) Subject: '97 UBC vs. 2000 IBC I am looking at IBC & UBC to see which code I would prefer to use for a building design in Las Vegas. (From what I have been told, we can use either... I don't know why... maybe the city is in the process of adopting the IBC.) I have checked the seismic design forces and what I got is that the '97 UBC seismic forces are higher than the 2000 IBC. Does that seem logical? UBC zone is 2B and for IBC, Ss = 0.615 and S1 = 0.182. Beyond calculating the seismic forces, it seems that the two codes are similar in their application to the design of the structural elements. Am I missing anything? Any guidance you can give would be appreciated! Bruce D. Holcomb, PE Butler, Rosenbury & Partners 300 S. Jefferson, Suite 505 Springfield, MO 65806-2217 ph (417) 865-6100 fax (417) 865-6102 ******* ****** ******* ******** ******* ******* ******* *** * 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 ******* ****** ****** ****** ******* ****** ****** ******** ******* ****** ******* ******** ******* ******* ******* *** * 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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