I posed this question in Sturtural-other, but this looks like the better forum. Please excuse the duplication, but my question is how to determine wind loads on open buildings with other than monoslope roofs. ASCE-7 Chapter 6 seems to sidestep this issue entirely, as does the "Guide to ...". I assume I've missed something. I'm making a post mid-life change in area of specialization, and any help is appreciated.
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