I have some meshes (triangles) and selected some line members and converted them into beams. I applied mesh load in the triangles, I do not understand why there is no load on member 202,201, 197, 196, 192,195.
Similarly, in fig 2,
also many beams the loads are missing. HOWEVER, the resultant sum of reaction forces comes to be same as that of applied mesh load. How does the distribution work in this case?
Hi @veronika.phadtare,
the reason is probably that the mesh used for applying the MeshLoad is too course. Refine the mesh for the loads and reduce the ‘Length/Segment’-setting in ModelView/Rendersettings such that there are at least five sections in each beam. See the online manual (here) for details.
–Clemens
You have only posted pictures so far. Generally, it makes it very hard for others to help you if you don’t supply your gh file with any referenced geometry internalized.
-wim
Hi, you are creating a plane from a triangular curve and the mesh output is basically double the surface area of the original triangle. Try creating the mesh from points or edge curves.