brTCP
Structural
- Oct 24, 2022
- 38
Is it possible to calculate the cable support reactions (or the cable tension) given only:
- the weight of the cable per unit length;
- the ruling span;
- the wind span;
- the weight span?
My understanding is that there is an infinite number of solutions for this problem depending on the height difference of the supports and the horizontal tension, but my client insists that the information they provided is sufficient. Could you shine some light to this problem?
If it helps, here are some values:
Thanks!
- the weight of the cable per unit length;
- the ruling span;
- the wind span;
- the weight span?
My understanding is that there is an infinite number of solutions for this problem depending on the height difference of the supports and the horizontal tension, but my client insists that the information they provided is sufficient. Could you shine some light to this problem?
If it helps, here are some values:
weight of the cable = 0.01597 kN/m;
ruling span = 300 m
wind span = 350 m
weight span = 500 m.
ruling span = 300 m
wind span = 350 m
weight span = 500 m.
Thanks!