atee001
Structural
- Feb 13, 2009
- 19
I've applied a line load on the edge of a 2-D plate.The edge is a curved edge (in the form of an arc).
In the software,I use,the user need not mention the orientation of the line load--that is, I just set the load being applied over the LCS of the edge and direction (X,Y or Z).
Is the laod applied perpendicular to the edge of the slab?
However,if i have the edge in form of a circular arc,the laod does not appear perpendicular to the arc(edge) by visulaisation.How is the laod applied in actuality?
From
Atrian