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RE: Diaphragm Design Per 1633.2.9 Using ASD

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Section 1809.2 is the correct reference.  It allows the geotech to take "the
short-term dynamic nature of the loads...into account in establishing the
soil properties."

> -----Original Message-----
> From: JayLCrawf(--nospam--at)aol.com [mailto:JayLCrawf(--nospam--at)aol.com]
> Sent: Thursday, January 20, 2000 10:45 AM
> To: seaint(--nospam--at)seaint.org
> Cc: seconsultant(--nospam--at)earthlink.net
> Subject: Re: Diaphragm Design Per 1633.2.9 Using ASD
>
>
> In a message dated 1/19/00 5:02:08 PM Mountain Standard Time,
> seconsultant(--nospam--at)earthlink.net writes:
>
> > "Where allowable stress design (working stress design) is used,
> structures
> >  and all portions thereof shall resist the most critical
> effects resulting
> >  from the following combinations of loads:
> >  D                        (12-7)
> >  D + L + (Lr or S)                (12-8)
> >  D+(W or E/1.4)               (12-9)
> >  0.9D+/-E/1.4             (12-10)
> >  D+0.75[L+(Lr or S)+(W or E/1.4)] (12-11)
> >  No increase in allowable stresses shall be used with these load
> >  combinations except as specifically permitted by Section 1809.2."
>
>
> In my code 1809.2 refers to soil capaicty.  Is it possible you sited the
> wrong code section?