Subject: Re: Diaphragm Design Per 1633.2.9 Using ASD
Date: Thu, 20 Jan 2000 13:44:54 EST
In a message dated 1/19/00 5:02:08 PM Mountain Standard Time,
> "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?