just in general ,wanted to know what nastran do with it.
I understand it saves me the trouble of calculating a new equivelent E and thickness when modeling hc panel.
does it mean the nastran stress output will be based on equivelent thickness and not on the user defined thickness ?
I mean would,lets say, shear_stress=force/(width*Ts/T)?
and how it treats the bs 12I/T^3 ?