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RAM Concrete Column Shear Bar utilization

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I have a rectangular column with 8 bars, tied as such:

When looking at the results, the 6 six shear bars in the major direction are utilized, but the 2 in the minor are not used - can you explain this?

Even if I increase the number of minor direction shear legs, Vs remains 0 in the minor direction:

Am I missing something? I have looked in the manual, but find no information pertaining to this.


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