Several things should be improved to the analytical to provide more flexibility to the engineer. Some parts in a structure aren't analytical but create a load or support.
Some examples:
- An analytical point should be possible to create along a column or beam. This so that support or load can be fixed to it.
- An analytical point or line should be able to be added in the slab surface. This so that support or load can be fixed to it.
- A hosted line load should have more flexibility regarding the length onto the beam. If the load only has to be on a part of the beam this is currently not possible.