In fig 1,
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?
Urgent help would be appreciated.
Thanks in advance,