Hello everyone,
I am currently working an bamboo tower architecture proposal, that involves bundles of bamboo as the exoskeleton of the structure. I am sure that everything in the karamba model is connected.
However, after applying general load conditions (gravity-1, slab loads-2, and wind load 2kN/sqm), the cross section optimizer is giving me massive members, and stating that the largest cross section is not enough to support the structure.
Since I am not too familiar with engineering, is there any suggestion that I can modify the structural design to get a better result that is more rational? Attached the images for reference.
Thank you very much ![]()



