Need a book? Engineering books recommendations...

Return to index: [Subject] [Thread] [Date] [Author]

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

[Subject Prev][Subject Next][Thread Prev][Thread Next]
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 <jrgrill55(--nospam--at)gmail.com> wrote:

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

Thanks,
Joe Grill

Attachment: smime.p7s
Description: S/MIME cryptographic signature