12-08-2021, 03:06 PM
I'm sorry about the videos not being available. I got the notification of you accessing them at about 3:00 am so I wasn't awake. Those should be available to you now.
Also I misspoke when I mentioned I reduced the stretching compliance. I had reduced the stretching scale so that the ropes would pull back a bit more. The stretching compliance is being left at 0.
I incorporated the changes you suggested with resolution and solver steps but I'm still getting the same behavior. I believe the mass ratio might be the problem. Do you suggest increasing the mass of the rope. In that case, how do you do that? Or do you suggest I reduce the weight of the other elements.
Something I also just realized is I only have obi colliders/rigidbodies on the cable connection points but not on any of the other components of the bridge. Could this be a problem? Such as the parts without the correct components don't receive the correct forces? Thanks.
Also I misspoke when I mentioned I reduced the stretching compliance. I had reduced the stretching scale so that the ropes would pull back a bit more. The stretching compliance is being left at 0.
I incorporated the changes you suggested with resolution and solver steps but I'm still getting the same behavior. I believe the mass ratio might be the problem. Do you suggest increasing the mass of the rope. In that case, how do you do that? Or do you suggest I reduce the weight of the other elements.
Something I also just realized is I only have obi colliders/rigidbodies on the cable connection points but not on any of the other components of the bridge. Could this be a problem? Such as the parts without the correct components don't receive the correct forces? Thanks.