Hi everyone! I hope this message finds you well!
I'm struggling a bit with the structural configuration of my diagrid building (aka, I am not sure if the configuration is working according to my expectations). The main idea is the modelling of a building which has an internal structure composed by internal columns resisting majorly to the gravity loads, and an external façade resisting majorly to the wind loads. The internal columns are spread in a 6m interval each, with a TUB800X800X32 cross-section. The slab is homogeneous (20cm thickness, C30 concrete), and modelled as shell. The diagrid has a CHS cross-section, and the dimensions vary along the height.
All my diagonals, beams and columns are bar elements, with pinned-pinned end releases. The supports are fixed.
(I'm using the dynamo-robot connection, so I'm not looking much into a very detailed model... Mostly worried with the correct behaviour of it instead).
If you could give me a heads up if the model is behaving according to what I intend, or if it is necessary to change something, please, let me know. Any help is highly appreciate! Thank you very much.
