Return to index: [Subject] [Thread] [Date] [Author]
1933 Riley Act/1935 UBC
[Subject Prev][Subject Next][Thread Prev][Thread Next]- To: seaint <seaint(--nospam--at)seaint.org>
- Subject: 1933 Riley Act/1935 UBC
- From: Steve Privett <eqretrodr(--nospam--at)earthlink.net>
- Date: Sun, 13 Jul 2003 21:27:55 -0700
- Disposition-notification-to: Steve Privett <eqretrodr(--nospam--at)earthlink.net>
It is my understanding that the Riley Act of 1933 initiated the consideration of seismic forces on buildings in CA. It apparently did not apply to dwellings for two or less families and some farm buildings. The 1935 UBC then required a seismic load of 2% of the vertical loads on buildings. Does anyone know if single family dwellings were still excluded? My concern specifically applies to a masonry building constructed with precast concrete wall panels used to create a 2 wythe thick wall.
Steve Privett Pasadena, 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 ******* ****** ****** ****** ******* ****** ****** ********
- Prev by Subject: Re: 1919 concrete building
- Next by Subject: re: 1933 Riley Act/1935 UBC
- Previous by thread: Re: AISC "Chevron bracing in..." shear lag question
- Next by thread: re: 1933 Riley Act/1935 UBC
- About this archive
- Messages sorted by: [Subject][Thread][Author][Date]