darwin24
Civil/Environmental
- May 4, 2011
- 3
hi!
need ur help guys, i am using ANSYS to simulate buckling on column,
here is the problem
the condition is, i am using beam 189 , and fixed at both ends
and axial forces at one end..
i've tried to restrain both end with ALL dof but can't work
then, i also try one end with all dof and other end also all dof except the UY..
thanks for helping..
need ur help guys, i am using ANSYS to simulate buckling on column,
here is the problem
the condition is, i am using beam 189 , and fixed at both ends
and axial forces at one end..
i've tried to restrain both end with ALL dof but can't work
then, i also try one end with all dof and other end also all dof except the UY..
thanks for helping..