ETABS to SAFE Frame Action Extraction Issue

[structbureau]

Hi All,

I am trying to export a floor and the frame action loads from ETABS to SAFE using the storey export as an .F2k file.

I have been successful in exporting the frame actions for above the floor however I cannot extract the frame loads from below.

I need the framing actions from below to be summated with the frame action from above so the loads are in equilibrium at the joints for the correct framing action to be applied to the floor structure.

Has anyone had experience with this?

Thanks in advance,

Bill