Return to index: [Subject] [Thread] [Date] [Author]
RE: 25% of Live Load added to Lateral
[Subject Prev][Subject Next][Thread Prev][Thread Next]- To: <seaint(--nospam--at)seaint.org>
- Subject: RE: 25% of Live Load added to Lateral
- From: Scott Maxwell <smaxwell(--nospam--at)umich.edu>
- Date: Wed, 23 Jul 2008 7:16:05 -0400
And the answer, technically, is both. It gets added to the level at which the storage occurs...which also by default adds it to the whole building's seismic mass. As local code officials requiring the whole floor to be treated as storage, don't confuse that with what the code actually intends. There is nothing that says some entity (local code offical in this case) can require something more severe than what the code say...code is the minimum. And the intent of the code is to use the 25% provision only where storage load is designed to be located. Regards, Scott Adrian, MI ...... Original Message ....... On Tue, 22 Jul 2008 21:24:57 -0700 "Dennis Wish" <dennis.wish(--nospam--at)verizon.net> wrote: > >My question was not originally intended to bring up the question of portions of a level but to question if the total storage load percentage was added to the entire building or only to that specific level. ******* ****** ******* ******** ******* ******* ******* *** * 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 ******* ****** ****** ****** ******* ****** ****** ********
- References:
- Re: 25% of Live Load added to Lateral
- From: Rhkratzse
- RE: 25% of Live Load added to Lateral
- From: Dennis Wish
- Re: 25% of Live Load added to Lateral
- Prev by Subject: Re: 25% of Live Load added to Lateral
- Next by Subject: Re: 3x3 washers for sill plate anchors
- Previous by thread: RE: 25% of Live Load added to Lateral
- Next by thread: Re: 25% of Live Load added to Lateral
- About this archive
- Messages sorted by: [Subject][Thread][Author][Date]