- #1
andrewforsyth
- 2
- 0
I have been stumped by this problem...
If you have a vertial cable under tension of say 800N and you apply a horizontal tension at its mid point (node A), how can you calculate the horizontal deflection U of node A??
Can't wait to solve this!
A
If you have a vertial cable under tension of say 800N and you apply a horizontal tension at its mid point (node A), how can you calculate the horizontal deflection U of node A??
Can't wait to solve this!
A