Thanks you, you always give useful suggestion.
A rotation of the coordinate system to the inclined normal axis should be performed by AQB unless you turn it off with ctrl smoo.
Sofistik should mention this in the ASE manual.
Well the ASE manual describes that internal forces have their origin in the center of gravity. If you check your cantilever model you will see that there are no moments in either section (so the statement is correct).
Thank you for the explanation, but I don’t think so.
I applied the point load at CG, ad its direction is along CGL, so there should be no moment.
But according to ASE manual “The beam forces N is related to the center of gravity of the actual active partial section (not to node connecting line)”, it doesn’t mention any thing about eccentricity of section will affect this or not"
@ JFH
Could you help take a look at this issue?