Zero Torque and Static Equilibrium Notes
Zero Torque and Static Equilibrium
Introduction
- When supporting a child on a plank, the upward forces exerted by the parents must equal the child's weight: F1 + F2 = mg.
- This ensures zero net force, but not necessarily static equilibrium.
The Need for Zero Torque
- If one parent lets go, the plank rotates, indicating a non-zero net torque.
- Static equilibrium requires both zero net force and zero net torque.
Conditions for Static Equilibrium
- Definition: Static equilibrium is when an object is at rest, neither rotating nor translating.
- Conditions:
- (i) Net force is zero: \Sigma Fx = 0, \Sigma Fy = 0
- (ii) Net torque is zero: \Sigma \tau = 0
- These conditions are independent; one doesn't guarantee the other.
Applying the Conditions to the Plank
- Force Condition:
- Setting upward as positive, the net force equation is: F1 + F2 - mg = 0
- Torque Condition:
- Choose an axis of rotation (e.g., the left end of the plank).
- Torque due to F_1 is zero because it acts through the axis.
- Torque due to F2 is positive (counter-clockwise): \tau2 = F_2L
- Torque due to gravity is negative (clockwise): \tau_{mg} = -mg(3L/4)
- Net torque equation: F_2L - mg(3L/4) = 0
Solving for Forces
- From the torque equation: F_2 = \frac{3}{4}mg
- Substitute into the force equation to find F_1 = \frac{1}{4}mg
- The force nearest the child is greater.
Arbitrariness of Axis Choice
- In static equilibrium, net torque is zero regardless of axis location.
- Choose the most convenient axis, often at an unknown force to eliminate it from the torque equation.
Example: Child on a Plank (Alternative Solution)
- Using the right end as the axis of rotation:
- Net force: F1 + F2 - mg = 0
- Net torque: -F_1(L) + mg(L/4) = 0
- Solving yields: F1 = \frac{1}{4}mg and F2 = \frac{3}{4}mg
Example: Diving Board
- A diving board of length L = 5.00 m is supported by two pillars, one at the left end and the other d = 1.50 m away.
- A diver of mass m = 90.0 kg stands at the far end.
- Torques:
- \tau1 = F1(0) = 0
- \tau2 = F2(d)
- \tau_3 = -mg(L)
- \Sigma \tau = 0 + F_2(d) - mg(L) = 0
- F_2 = mg(L/d) = (90.0 \text{ kg})(9.81 \text{ m/s}^2)(5.00 \text{ m}/1.50 \text{ m}) = 2940 \text{N}
- Forces:
- \Sigma F = F1 + F2 - mg = 0
- F1 = mg - F2 = (90.0 \text{ kg})(9.81 \text{ m/s}^2) - 2940 \text{ N} = -2060 \text{ N}
Example: Cat on a Plank
- Plank mass M = 6.00 kg, supported by two sawhorses.
- Center of mass is d_1 = 0.850 m left of sawhorse B.
- Cat is d_2 = 1.11 m right of sawhorse B when the plank tips.
- \Sigma \tau = \tau1 + \tau2 = 0
- -mg(d2) + Mg(d1) = 0
- m = M(d1/d2) = (6.00 \text{ kg})(0.850 \text{ m}/1.11 \text{ m}) = 4.59 \text{ kg}
Example: Lifting a Load
- A "strongman" uses a lever to lift a 1 ton (910 kg) bucket of rocks.
- The bucket is db = 0.85 m from the pivot, and the man applies force at dm = 3.6 m from the pivot.
- Fb = wb = mg = (910 \text{ kg})(9.8 \text{ m/s}^2) = 8900 \text{ N}
- \Sigma \tau = Fb db - Fm dm = 0
- Fm = Fb (db/dm) = (8900 \text{ N})(0.85 \text{ m}/3.6 \text{ m}) = 2100 \text{ N}
- Fp = Fb - F_m = 8900 \text{ N} - 2100 \text{ N} = 6800 \text{ N}
Forces with Vertical and Horizontal Components
- Consider a wall-mounted lamp (sconce) with a curved rod bolted to the wall.
- A lamp of mass m is suspended a horizontal distance H from the wall.
- A horizontal wire is a vertical distance V above the bottom of the rod.
- Torque condition (axis at the bottom of the rod):
- \Sigma \tau = T(V) - mg(H) = 0
- T = mg(H/V)
- Force conditions:
- \Sigma Fy = fy - mg = 0 \Rightarrow f_y = mg
- \Sigma Fx = fx - T = 0 \Rightarrow f_x = T = mg(H/V)
Example: Sconce Forces
- Lamp mass m = 2.00 kg, V = 12.0 cm, H = 15.0 cm.
- T = mg(H/V) = (2.00 \text{ kg})(9.81 \text{ m/s}^2)(15.0 \text{ cm}/12.0 \text{ cm}) = 24.5 \text{ N}
- f_x = T = 24.5 \text{ N}
- f_y = mg = (2.00 \text{ kg})(9.81 \text{ m/s}^2) = 19.6 \text{ N}
Example: Person on a Ladder
- An 85-kg person stands on a ladder.
- The floor exerts normal force f1 and friction f2.
- The wall exerts normal force f_3.
- \tau{net} = f3(a) - mg(b) = 0 \Rightarrow f_3 = mg(b/a) = 150 \text{ N}
- F{net x} = 0 \Rightarrow f2 - f3 = 0 \Rightarrow f2 = f_3 = 150 \text{ N}
- F{net y} = 0 \Rightarrow f1 - mg = 0 \Rightarrow f_1 = mg = 830 \text{ N}