shearlag
New member
- Apr 13, 2007
- 30
Dear Readers,
If chordwise & spanwise CP distribution is known, nodal load can be evaluated on each node on the Fe model. If forces & moments are known at few locations (say 15 locations) on wing surface, what is proper way to distribute the load so that shear force, bending moment & torque diagram are same when done with Cp distribution.
thanks in advance
shearlag
If chordwise & spanwise CP distribution is known, nodal load can be evaluated on each node on the Fe model. If forces & moments are known at few locations (say 15 locations) on wing surface, what is proper way to distribute the load so that shear force, bending moment & torque diagram are same when done with Cp distribution.
thanks in advance
shearlag