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RE: CMU rebar splice

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Sorry to be snappy.

I just get annoyed when someone tries to justify a position using non-scientific 
 reasoning, like Larry saying it doesn't "feel" right. Sure, like he's spent 
 years in the lab testing debonding of rebar in CMU sections. Gimme a break. 


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 Steve Gordin Sent: Thursday, October 30, 2014 1:25 PM
To: seaint-seaosc(--nospam--at)mail-list.com
Subject: Re: [SEAINT-SEAOSC] CMU rebar splice

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

Truncated 675 characters in the previous message to save energy.

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