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Re: CMU rebar splice[Subject Prev][Subject Next][Thread Prev][Thread Next]
- To: seaint-seaosc(--nospam--at)mail-list.com
- Subject: Re: CMU rebar splice
- From: <lrhauer(--nospam--at)earthlink.net>
- Date: Thu, 30 Oct 2014 12:40:39 -0700 (GMT-07:00)
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Steve, I've been around long enough and done so many CMU free standing walls, all with the old lap lenght requirement of 40D, (25" for #5's). Am I continuing to do so? No- call it conserative in old age/complyng with new code requirements/whatever. But, yes, I agree the lap splice of #5 verts in a CMU cantilevered wall to the footing dowels should be more than 25". Larry Hauer, S.E. -----Original Message----- > From: Steve Gordin <sgordin(--nospam--at)sgeconsulting.com> > Sent: Oct 30, 2014 11:36 AM > To: seaint-seaosc(--nospam--at)mail-list.com > Subject: Re: [SEAINT-SEAOSC] CMU rebar splice > > Larry, > > This is correct. However, imagine a 10 ft free-standing CMU wall in CA > with #5 rebars stressed to 90% of Fs=24ksi (ASD). Will you be comfortable > with lap-splicing these rebars by 26 inches? Like as if it was in concrete? > > Thanks, > > Steve > > ______________________________ > V. Steve Gordin PhD > Licensed Structural Engineer > SGE Consulting Structural Engineers > 2081 Business Center Drive #105 Truncated 966 characters in the previous message to save energy. ------------------------------------------------------------------------- Post your message to the list by sending it to: SEAINT-SEAOSC(--nospam--at)mail-list.com. The email messages sent to the list will be saved in an archive on the World Wide Web. These archives are located at: http://archive.mail-list.com/SEAINT-SEAOSC To contact the list owner, send your message to: SEAINT-SEAOSC-list-owner(--nospam--at)mail-list.com. Sponsored By: Pacific Structural & Forensic Engineers Group, Inc. (PSFEG) To unsubscribe, switch to/from digest, get on/off vacation, or change your email address, click here. <http://cgi.mail-list.com/u?ln=seaint-seaosc&nm=seaintma%40euken.net>
- RE: CMU rebar splice
- From: T. William (Bill) Allen, S.E.
- RE: CMU rebar splice
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