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RE: CODE: ACI 530-88

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Thanks, Dick for the info.

Regards,
Bill Allen

P.S.-The 0.3" criteria must be a "killer" for long span lintels.

-----Original Message-----
From: Horning, Dick/CVO [mailto:dhorning(--nospam--at)CH2M.com]
Sent: Tuesday, July 28, 1998 2:22 PM
To: 'seaint(--nospam--at)seaint.org'
Subject: RE: CODE: ACI 530-88


Bill, we have the ACI 95 edition in our office.  Section 5.6 limits
dead+live load deflection of beams and lintels to L/600 or 0.3" when
supporting masonry unreinforced or designed by empirical method.

> ----------
> From: 	Bill Allen, S.E.[SMTP:Bill(--nospam--at)AllenDesigns.com]
> Sent: 	Tuesday, July 28, 1998 2:00 PM
> To: 	seaint(--nospam--at)seaint.org
> Subject: 	CODE: ACI 530-88
> 
> I have a plan check list where one of the comments refers to section
> 5.6 of
> ACI 530-88 (or ASCE 5-88). I own neither and would appreciate anyone
> who has
> the time and energy to fax this section to me. Please e-mail me for my
> fax
> number.
> 
> Thanks in advance,
> Bill Allen
> 
> 
> 
>