Thanks James
Is the segment approach designed around the using the summed object loads? I asking because I believe the preferred approach to sized a discretely stiffened panel is to use Plate and Bars concepts first, which does not use the summed object loads and then do a final sizing with stringer segments. As this approach is deemed quicker.
However if the Plate and Bar approach doesn't use the summed object load, and the uses the individual object loading, then stringer segments will want to but more loading within the skin instead of the stiffener.
Is there a preferred process for sizing a discretely stiffened panel?
Gawain