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Re: CMU rebar splice

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Hi Bill,

I am also curious - which value for lap splice are you actually using in 
your designs?

Steve

______________________________
V. Steve Gordin PhD
Licensed Structural Engineer
SGE Consulting Structural Engineers
2081 Business Center Drive #105
Irvine CA 92612
949-552-5244
sgordin(--nospam--at)sgeconsulting.com

On Oct 30, 2014, at 12:48 PM, "T. William (Bill) Allen, S.E." <Bill(--nospam--at)AllenDesigns.com> 
 wrote:

> Based on what, Larry? Do you have evidence of walls failing due to inadequate 
> development length when subjected to design loads (or lower)?
> 
> Just curious.
> 
> T. William (Bill) Allen, S.E. (CA 2607)
> A L L E N   D E S I G N S
> Consulting Structural Engineers
> 33171 Paseo Cerveza, Suite 221
> San Juan Capistrano, CA 92675
> V (949) 248-8588 • C (949) 374-1536
> www.AllenDesigns.com
> 
> -----Original Message-----
> From: seaint-seaosc(--nospam--at)mail-list.com [mailto:seaint-seaosc(--nospam--at)mail-list.com] On
> Behalf Of lrhauer(--nospam--at)earthlink.net Sent: Thursday, October 30, 2014 12:41 PM
> To: seaint-seaosc(--nospam--at)mail-list.com
> Subject: Re: [SEAINT-SEAOSC] CMU rebar splice
> 
> Steve,

Truncated 825 characters in the previous message to save energy.

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