Thanks Bill, I haven't used the 2010 AISC yet.
On Nov 7, 2011 2:23 PM, "Bill Polhemus" <email@example.com> wrote:
Yes. (Take a look at ASCE 7-10. I think they've clarified the issue somewhat).
William L. Polhemus, Jr. P.E.Sent from my iPad 2
On Nov 7, 2011, at 12:33 PM, Joseph Grill <firstname.lastname@example.org> wrote:
Case 3 in Fig. 6-9 ASCE 7-05 multiplies wind loads by .75. Are those further reduced within load combination 6?