Equilibrium
A body stays at rest only if the forces on it cancel and their moments about any point cancel too:
ΣF = 0,ΣM = 0
- F
- force
- N
- M
- moment
- N·m
- W
- weight
- N
- T1
- left cable tension
- N
- T2
- right cable tension
- N
- θ1
- left cable angle from horizontal
- °
- θ2
- right cable angle from horizontal
- °
- H
- horizontal pull on each anchor
- N
| T1 = W cos θ2 / sin(θ1 + θ2) | 254 N |
| T2 = W cos θ1 / sin(θ1 + θ2) | 389 N |
| H = T1 cos θ1 | 194 N |
| Tmax | 389 N |
Worked example
Uses the values in Fig. 1.2-1. Change them and the working updates.
Given
- Whanging weight500 N
- θ1left cable, from horizontal40°
- θ2right cable, from horizontal60°
Find
The tension in each cable.
Solution
ΣFx = 0: T1 cos θ1 = T2 cos θ2
ΣFy = 0: T1 sin θ1 + T2 sin θ2 = W
T1 = W cos θ2 / sin(θ1 + θ2)
= 500 N × cos 60° / sin(40° + 60°) = 254 N
T2 = W cos θ1 / sin(θ1 + θ2)
= 500 N × cos 40° / sin(40° + 60°) = 389 N
Answer
T₁ = 254 N, T₂ = 389 N
Check: T₁ sin θ₁ + T₂ sin θ₂ = 500 N, the weight.
Related cases
-
Lever on a pivot
F1a = F2b
-
Two equal cables at θ
T = W2 sin θ
-
Beam on two supports, load at a
RA = PbLRB = PaL
Assumptions
- The cables are weightless, do not stretch and can only pull.
- All three forces meet at the knot, so their moments about it are zero and ΣM = 0 holds automatically. ΣF = 0 does the work.
- The anchors are rigid.
Derivation
Draw the free body of the knot: T1 pulls up and to the left at θ1, T2 up and to the right at θ2, and the weight W pulls straight down.
- Horizontal:
T1 cos θ1 = T2 cos θ2. - Vertical:
T1 sin θ1 + T2 sin θ2 = W. - Put
T2 = T1 cos θ1 / cos θ2into the vertical equation and multiply bycos θ2:T1(sin θ1 cos θ2 + cos θ1 sin θ2) = W cos θ2. - The bracket is
sin(θ1 + θ2), soT1 = W cos θ2 / sin(θ1 + θ2).
Swapping the subscripts gives T2. As both cables flatten, the sine in the denominator shrinks and the tensions grow without limit, which is why a loaded line can never be pulled perfectly straight.