Steel design using STAAD


I seem to have a problem while performing steel design in STAAD.Pro... Kinldly correct me if my approach is wrong..

I've given two sets of steel design parameters.. Set 1 for Design.. Set 2 primarily for deflection checking with DFF, DJ1, DJ2  commands..

I've used LOAD LIST command to ensure Design is done with factored load combinations & deflection checking is done for service load combinations..

But once I run the analysis & check, both design & deflection check is done for the latest set of parameters & load list that is specified. By this I mean, if Load List 10 to 13(Factored Loads) with relevant design parameters is specified at the end, both deflection check & design is done for the same.


I've attached the STAAD file for your reference.

Kindly Clarify.