Nastran file for the ref
Regards,
Gopal Parthasarathyhttp://files.engineering.com/getfile.aspx?folder=480494c1-ebb0-4cea-90a1-8567fb0b42e3&file=Landi021.dat
Yes I did with CROD, When I use CROD Iam not getting any magnitute for the Rc Reaction.
Becasue 10000lbs applied into two direction that Fx-5000lbs; Fy = 8660.564.
CROD Not resisting any bending stiffness there is Stiffness issue came, So we have to use PARAM, BAILOUT, -1
But Y direction it's...
Actually iam intrested to solve book problems into FEA Model, for that I took one of Landing Gear Problem from Bruhn Book
I have modeled those truss with Beam Element in NX nastran, Iam getting results but result not converged with Text book result.
Find the attachment for the FEA model as well...