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Unity ratio in concrete column design (ACI318) in RC Designer.

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I am learning Staad pro and have doubt in my design results for concrete columns.

Frist, I have designed the columns (Member 8) considering load cases (1 to 47). Got unity ratio of (0.262) from results in RC Designer.

Second, I have designed the columns (Member 8) considering load cases (11 to 47). Got unity ratio (0.695) from results in RC Designer which is more critical.

shouldn't  STAAD PRO/RC Designer Reports unity ratio for the most critical load case when I consider all load cases as I did in my first trial?

How can I let staad pro-rc designer report the most critical load case and its unity ratio?

Model attached

Thank you very much in advance.

communities.bentley.com/.../B-107-_2D00_-V15.std


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