I am using the Frame Module to perform analysis/design of steel members for a building frame. In Steel - Standard Provisions, my "Frame Reaction Envelope" lists all of my load combinations, but doesn't list any "Reaction maxima and minima." Any idea as to why this might be occurring? I have concrete wall around the perimeter of the building, two braced frames, and two moments frames.communities.bentley.com/.../ROSE_5F00_E.rss
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