I just mentioned it because it appears the equations - there's a 6a and 6b - are a bit more clear than before, and might help. I'll type it in here tomorrow - should have done that earlier.
Thanks Bill, I haven't used the 2010 AISC yet.
JoeOn Nov 7, 2011 2:23 PM, "Bill Polhemus" <firstname.lastname@example.org> 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 <email@example.com> wrote:
Case 3 in Fig. 6-9 ASCE 7-05 multiplies wind loads by .75. Are those further reduced within load combination 6?
Monday, November 7, 2011
Re: Design Wind Load Case 3 and ASD Load Combination 6
On 11/7/2011 6:17 PM, Joseph Grill wrote:
at 4:41 PM