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Thanks for the suggestions. I will use Spreadsheet for now. I hope in the latest versions they correct this issue.

Yes, I am expecting from the software to reduce the perimeter by the width of the opening which is 8". But it is not reducing.

Yes, the opening crosses the critical section. As the slab is 8" thick and the opening is 8"x8". It is crossing the critical section.

I have seen this in the manual. But I am confused why the software is not considering the opening just at the face of the column. As I move the opening away from the face of column around "d" distance, it starts considering the opening and reduces the punching perimeter.

I have a small opening which is at the face of the column. While calculating punching shear the software is not reducing the punching perimeter. The size of column is 24" x24". The slab is 8" thick. and the opening is 8"x8". I have attached the screenshots. Does any have idea about this...