Thanks
THE Geometry is simple horizontal beam. Length = 3' width= 1.5' and thickness= 2" and we have to do simple stress analysis.
now tell me what element type would be best for analysis?
will the results change with changing element type or will remain same?
Hi Friends
I am new to ansys.
I designed a beam in Pro.E and save it in igs format and then open it in ansys
now what element type i should use for this and why?