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Re: Design Wind Load Case 3 and ASD Load Combination 6

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Yes. (Take a look at ASCE 7-10. I think they've clarified the issue somewhat). 

William L. Polhemus, Jr. P.E.
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On Nov 7, 2011, at 12:33 PM, Joseph Grill <jrgrill55(--nospam--at)> wrote:

Case 3 in Fig. 6-9 ASCE 7-05 multiplies wind loads by .75.  Are those further reduced within load combination 6?

Joe Grill

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