Am studying a RAM SS model with 3 roof elevations as shown below. I know that RAM frame does not have options to define the exposure / wind pressure boundaries for such a building. I am curious to learn how everyone else have been studying similar models and would like to know suggestions to get the right design . Thank You!
User defined story forces are the norm. See: https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/2052/ram-frame---wind-loads-faq