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Re: Diaphragm Design Per 1633.2.9 Using ASD

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In a message dated 1/19/00 5:02:08 PM Mountain Standard Time, 
seconsultant(--nospam--at) 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?