DD28mars.gh (64.3 KB)
In this beam concept there is an upper and a lower ”deck”. There, the elements should be continuous with no hinged connections. In between in the void, there are vertical crossing elements supporting the load from the upper deck and distributing it to the lower deck. I had to make separate line elements (see IDs) all over to make the line-to-beam function for all.
Now it seems the continuity in the upper and lower deck is gone, which is visible by the exaggerated load case. In real construction this is of course very bad. How do I make the continuity and keep all parts line-to-beam compatible?
I’m a newcomer and just an architect trying to learn structural engineering. Grateful for ideas,