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- Subject: Re:
- From: Roger Turk <73527.1356(--nospam--at)compuserve.com>
- Date: Thu, 15 Nov 2001 14:31:10 -0500
- Sender: Roger Turk <73527.1356(--nospam--at)compuserve.com>
Yes, but isn't this the way to come to consensus --- to make things so vague that each party thinks that their position is adopted? A. Roger Turk, P.E.(Structural) Tucson, Arizona Paul Feather wrote: . > ----- Original Message ----- . > From: "Yousefi, Ben" <Ben.Yousefi(--nospam--at)ci.sj.ca.us> . > To: <seaint(--nospam--at)seaint.org> . > Sent: Thursday, November 15, 2001 8:25 AM . > Subject: RE: . > Ben Yousefi Wrote: . > > No, it's the maximum possible moment that can be exerted to the frame by . > the . > > components of the lateral load path that deliver the force to the frame. . > For . > > example if the moment due to the strength of the diaphragm delivering . > the > load to the frame, is smaller than the Mu, then that would be the . > governing . > > design force. This language is scattered throughout the code on several . > > issues such as the beams supporting discontinuous shear walls and the . > brace . > > connections. It's annoying language, which I personally wish would be . > > stricken out of the code. It causes confusion and ends up wasting a lot . > of > our time in the plan review arguing with designers about what the . > true > strength of elements delivering the forces is. . > Could not agree more. Try working with all the vague "code" provisions . > and every single building departments different interpretations of them . > from the design end. Talk about wasted time. Engineering is an art and . > science. Things do not always fit precisely into often conflicting text . > book type code provisions. . > Look at the current "washer requirements" discussion for a classic . > example. The need for plate washers was developed as an intuitive . > reaction to an observed problem, yet some cities (LA) cannot even accept . > this simple provision without spending countless time and effort (and tax . > dollars) deciding that the washers need to be a 1/16" thicker or an 1/8" . > wider. I would be really curious to see the justification for all these . > little changes, combined with a reality check regarding the global . > concept of what is trying to be achieved. . > Paul Feather ******* ****** ******* ******** ******* ******* ******* *** * 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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