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Re: phi in both sides of formula 14-1
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- Subject: Re: phi in both sides of formula 14-1
- From: Gary Grinstead <garyg(--nospam--at)structuralstuff.com>
- Date: Thu, 30 Mar 2006 11:15:10 -0800
Eugenio: You are misinterpreting the equation. It's not an algebra type equation that you solve for Pnw. The design axial strength is phi(Pnw) and to calculate this you evaluate the right side of the formula. I hope that makes sense. Gary Grinstead, SE www.structuralstuff.com Quoting Eugenio Aburto <aburtoeugenioarch(--nospam--at)hotmail.com>: > I am confused with the formula (14-1) "Design axial load strength" which > sowns a factor "phi" at the two sides of the formula. In the 2001 > California Building Code. > My recollection in algebra says that a value goes to the other side of the > formula with the oppossite sign. If I follow the rule, "phi" multiplying goes > dividing, means phi/phi=1. > Why in such Chapter 19, DIVII - 1914.5.1 even it gives a value of 0.70 to > phi?. > > I will appreciate your comments, specially because I am an architect. > > > ******* ****** ******* ******** ******* ******* ******* *** > * 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 > ******* ****** ****** ****** ******* ****** ****** ******** > ---------------------------------------------------------------- This message was sent using IMP, the Internet Messaging Program. ******* ****** ******* ******** ******* ******* ******* *** * 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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