Similar files with different deflections

Hello,

I am designing shop prefabricated structure for lifting / transport / handling.

I have 2 files / cases with similar configuration and weight / loads applied.

But still I find the deflection for both of them differ by 80% margin.

I am uploading both files 'Case 1' & 'Case 2' via secure file upload.

Case 1 has more load (check the support node reactions in postprocessing) and are applied at the same location as compared to case 2.

But case 1 show less deflection of column for SLS combination (check column HE 120A vertical Y deflection).

I could not find why the there is so difference in deflection?

Please let me know what is the problem?

Regards,

Vishal