Yes. (Take a look at ASCE 7-10. I think they've clarified the issue somewhat).
William L. Polhemus, Jr. P.E.
William L. Polhemus, Jr. P.E.
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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