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Re: FEMA-350 Table 3-5
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- Subject: Re: FEMA-350 Table 3-5
- From: "Mark Baker" <shake4bake(--nospam--at)earthlink.net>
- Date: Fri, 17 Aug 2001 12:56:42 -0700
I agree, thank you for confirmation. Mark ----- Original Message ----- From: "Jaswant N. Arlekar" <ajn(--nospam--at)iitk.ac.in> To: <seaint(--nospam--at)seaint.org> Sent: Friday, August 17, 2001 8:45 AM Subject: Re: FEMA-350 Table 3-5 > > I don't think it is '1sub p'. It should be 'lsub p', where 'lsub p' is the > length of the flange cover plate selected in step 1 of section 3.5.4.1. > > Hope that helps. > > Jas > > On Fri, 17 Aug 2001, Mark Baker wrote: > > > If this is correct, what on earth is the term 1sub p in this equation? > > > > Thanks again, > > > > Mark > > > > ----- Original Message ----- > > From: Gerard Madden <GMadden(--nospam--at)mplusl.com> > > To: <seaint(--nospam--at)seaint.org> > > Sent: Thursday, August 16, 2001 3:09 PM > > Subject: Re: FEMA-350 Table 3-5 > > > > > > I think it's correct. It is for a welded free flange connection - there is > > nothing that would force the hinge further away from the column face ( like > > a cover plate or intentional weakness away from the connection). > > > > Also, the erratta has a correction for table 3-5, but not for that value. > > > > -gerard > > SF, CA > > > > >>> shake4bake(--nospam--at)earthlink.net 08/16/01 02:49PM >>> > > Greetings, > > > > My copy of FEMA-350 shows the location of plastic hinge at dsub c / 2 +1sub > > p in Table 3-5. > > > > All other tables show this equation to be (dsub c + dsub b) / 2. > > > > Anyone know if the equation in Table 3-5 contains a typo? > > > > TIA > > > > Mark > > > > > > * > > * 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 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 > > > > ====================================== > Aug 17 > 9:10pm > > > > * > * 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 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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- Re: FEMA-350 Table 3-5
- From: Jaswant N. Arlekar
- Re: FEMA-350 Table 3-5
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