Answer:
In FE‑LTB, only the loads that act directly on the set of members are transferred.
If the loads are introduced into a continuous member by connecting components, they have to be added manually.
Examples include hall frames with crane runway consoles, 3D halls with purlin roofs, multi-span frames, and so on.
For example, if a force acts on a cantilever that does not belong to a continuous member, this loading must be added manually. It is then necessary to shift the load into the node and apply the overturning moment.
