bootlegend
Structural
- Mar 1, 2005
- 289
Hello,
I'm looking for a sanity check on a concept I'm working through. In the attached sketch, will I be getting five times the line tension lifting at each bottom corner?
Also, is there a preferred pattern to lace the cables through the sheaves for something like this. The lower sheaves will be attached to the same rigid platform and the upper sets will be rigidly attached to lifting points.
Thanks for any input!
I'm looking for a sanity check on a concept I'm working through. In the attached sketch, will I be getting five times the line tension lifting at each bottom corner?
Also, is there a preferred pattern to lace the cables through the sheaves for something like this. The lower sheaves will be attached to the same rigid platform and the upper sets will be rigidly attached to lifting points.
Thanks for any input!