Hi. Sorry if this is a noob question. I’m new to Karamba,
I would like to model laps joints across timber beams.Karamba01.gh (33.6 KB)
I would like to have a different stiffness value between the continuous-length of the beam, and have a smaller value for the joint between-beams. For example, in the above minimal setup. I want a joint between b0-b1 and b2-b3 to be stiffer, joint across the two beams (for example b0-b2 or b1-b2 or b1-b3 or b0-b3) to be less stiff.
I tried a combination of things using the Beam-Joint-Agent and selecting with element id but without much success, I cannot seem to be able to control the inter-beam vs intra-beam stiffness separately.
One of the things I tried: