I m using STIFF parameter comments in AISC 360-16. How can I check the distance between transverse stiffeners is adequate in the plate girder design?
In TracK 2 results unable to find out.
thanks for the reply. one more question, is there any option to check the transverse stiffener design in the plate girder beam.?
The transverse stiffener itself is not designed in STAAD.Pro to the best of my knowledge.