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RE: 1/3 increase
[Subject Prev][Subject Next][Thread Prev][Thread Next]- To: "'seaint(--nospam--at)seaint.org'" <seaint(--nospam--at)seaint.org>
- Subject: RE: 1/3 increase
- From: Eric Green <egreen(--nospam--at)exponent.com>
- Date: Wed, 31 Oct 2001 06:35:51 -0800
Sure, several of visco-elastic materials exhibit this behavior. Of course, you will never see them used in a building or similiar structure. Eric Green -----Original Message----- From: Roger Turk [mailto:73527.1356(--nospam--at)compuserve.com] Sent: Tuesday, October 30, 2001 8:42 PM To: seaint(--nospam--at)seaint.org Subject: RE: 1/3 increase Bill, Are you saying that all materials *cannot* sustain higher loads when loaded quickly than they can when they are loaded slowly? Please say what you mean. A. Roger Turk, P.E.(Structural) Tucson, Arizona Bill Polhemus wrote: . > The point is that we were all taught different things. We were all taught . > equally correctly, and equally wrong! . > -----Original Message----- . > From: Roger Turk [mailto:73527.1356(--nospam--at)compuserve.com] . > Sent: Tuesday, October 30, 2001 7:26 PM . > To: seaint(--nospam--at)seaint.org . > Subject: 1/3 increase . > Hmmm. . > The reason for the 1/3 increase that I was taught (and found it logical . > then and still find it logical) is that *all* materials can sustain higher . > loads ******* ****** ******* ******** ******* ******* ******* *** * 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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