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RE: CODE: ACI 530-88

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> ----------
> From: 	Bill Allen, S.E.[SMTP:Bill(--nospam--at)AllenDesigns.com]
> Sent: 	Tuesday, July 28, 1998 3:03 PM
> To: 	seaint(--nospam--at)seaint.org
> Subject: 	RE: CODE: ACI 530-88
> 
> Thanks, Dick for the info.
> 
> Regards,
> Bill Allen
> 
> P.S.-The 0.3" criteria must be a "killer" for long span lintels.
> Yeah, it sure rewards engineered design, though.
> 
> -----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). 
> > Bill Allen
>