Applying Moment on column, should it be on the section? Ansys WB
Applying Moment on column, should it be on the section? Ansys WB
(OP)
Hi
I have a cantilever column subject to moment, I am concerned about the bottom part, so I just have a column section of 1 meter long (Total length is 10 m).
Should I define the moment to be applied at the top of the 1 meter section?
Or should I select the whole column surfaces and apply that moment to?
Regards
I have a cantilever column subject to moment, I am concerned about the bottom part, so I just have a column section of 1 meter long (Total length is 10 m).
Should I define the moment to be applied at the top of the 1 meter section?
Or should I select the whole column surfaces and apply that moment to?
Regards





RE: Applying Moment on column, should it be on the section? Ansys WB
RE: Applying Moment on column, should it be on the section? Ansys WB
yes it can be
but I'm concerned about stress excreted by stiffeners on column face
http://www
Any way, regarding this thread I believe that it should be applied to the section surface.
Regards
RE: Applying Moment on column, should it be on the section? Ansys WB
Rubber engineering