Can you tell me how to realize the rigid floor assumption without floor layout?
Because if the number of building floors is too large, the calculation is too slow。
Please look at the attachment I sent. Thank you very much!
051600.gh (68.1 KB)
Hi, One method you can use is to convert your floor slab into a grid of beams which are braced diagonally. The results will not be exactly the same as a typical floor slab but they can help you with your optimisation process as your goal is to optimise the wall positions. Beams will calculate much quicker than a shell.