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
File uploaded : 'Case 1 & case 2' against this URL thread.
Hello bentley,
May i know any one looking after the query?
Awaiting your response.