davidnoc
Structural
- Jan 16, 2009
- 11
Hi All,
I do not have much experience with FEA.But I am trying to output stringer (axial) loads from Boeings in-house FEADMS tool. I observed actual drawing area for Stringer in the crown has lesser area than the FEADMS model area for one of the stringer.
With this load and actual drawing area the stringer can not make positive margin.
So can I reduce the load obtained for this stringer considering the actual area based on area propornality? Is it linear? Or the load obtained for the stringer is stil correct, assuming that it does not depend on area.
So I just want to know whether my output for stringer loads are right or wrong, as the area for one of the stringer entered in model is more than actual.
Thanks
I do not have much experience with FEA.But I am trying to output stringer (axial) loads from Boeings in-house FEADMS tool. I observed actual drawing area for Stringer in the crown has lesser area than the FEADMS model area for one of the stringer.
With this load and actual drawing area the stringer can not make positive margin.
So can I reduce the load obtained for this stringer considering the actual area based on area propornality? Is it linear? Or the load obtained for the stringer is stil correct, assuming that it does not depend on area.
So I just want to know whether my output for stringer loads are right or wrong, as the area for one of the stringer entered in model is more than actual.
Thanks