Hi,
I am using Karamba to test for feasibility of a simple structure. Despite having columns and beams between short intervals of 4m with steel s355 (upper/lower width-0.3m, height-60m,thickness-10mm), there is still significant deformation in model view as can be seen from the photo below.
Am I missing out anything?
Also, is it important to determine which beams span the whole length and which beams are joined together? If it is, how should I do that?
Thanks.
structural analysis.3dm (10.6 MB)
structural analysis.gh (42.7 KB)