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CP A uniform drawbridge must be held at a \(37^{\circ}\) angle above the horizontal to allow ships to pass underneath. The drawbridge weighs \(45,000 \mathrm{N}\) and is 14.0 \(\mathrm{m}\) long. A cable is connected 3.5 \(\mathrm{m}\) from the hinge where the bridge pivots (measured along the bridge \()\) and pulls horizontally on the bridge to hold it in place. (a) What is the tension in the cable? (b) Find the magnitude and direction of the force the hinge exerts on the bridge. (c) If the cable suddenly breaks, what is the magnitude of the angular acceleration of the angular speed of the drawbridge as it breaks? (d) What is the angular speed of the drawbridge as it becomes horizontal?

Short Answer

Expert verified
(a) Tension is calculated from torque balance. (b) Hinge force found from force balance. (c) Angular acceleration from torque equation. (d) Angular speed calculated using energy conservation.

Step by step solution

01

Analyze the Problem Setup

We have a drawbridge forming a right triangle with its horizontal position. The bridge has a weight of 45,000 N acting at its center of gravity, which is located at half its length: 7.0 m from the hinge. The force from the cable acts horizontally at a point 3.5 m from the hinge. We need to find the tension in the cable when it holds the bridge up, the force exerted by the hinge, and the angular acceleration if the cable breaks.
02

Set Up Equilibrium Equations

Since the bridge is at equilibrium when held at a 37° angle, we apply the conditions for static equilibrium: sum of torques is zero and sum of forces is zero. First, we calculate the torques about the hinge: 1. Torque due to the cable tension, \( T \) at 3.5 m: \( T \, \times \, 3.5 \, \cos(37^{\circ}) \).2. Torque due to the weight at 7 m from the hinge: \( 45000 \, \times \, 7 \, \sin(37^{\circ}) \).
03

Solve for Tension in the Cable

Equating the torques to maintain equilibrium:\[ T \times 3.5 \cos(37^{\circ}) = 45000 \times 7 \sin(37^{\circ}) \]Rearrange and solve for \( T \):\[ T = \frac{45000 \times 7 \sin(37^{\circ})}{3.5 \cos(37^{\circ})} \] Compute the result for tension (a).
04

Calculate Hinge Force Components

Use the sum of the vertical and horizontal forces to find the hinge forces. Let \( F_{hx} \) and \( F_{hy} \) be the horizontal and vertical components, respectively:1. Horizontal: \( F_{hx} = T \)2. Vertical: \( F_{hy} = W - F\sin(37^{\circ}) \)Combine to find the net force and direction (b).
05

Find Angular Acceleration

If the cable breaks, we apply Newton's second law for rotation: Net torque = Moment of Inertia (I) \( \times \) Angular acceleration (α). Since torque is only due to gravity:\[ I = \frac{1}{3} m L^2 \] for a rod about its end.\[ \tau = 45000 \times 7 \sin(37^{\circ}) = I \times \alpha \]Solve for \( \alpha \) (c).
06

Calculate Angular Speed as It Becomes Horizontal

Use the work-energy principle:\[ \Delta KE = \Delta PE = mgh \]Convert potential energy loss to kinetic energy gain when bridge is horizontal to find \( \omega \), where \( h = L - L\cos(37^{\circ}) \) for full height:\[ \frac{1}{2} I \omega^2 = mgh \]Solve for \( \omega \) (d).

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Key Concepts

These are the key concepts you need to understand to accurately answer the question.

Angular Acceleration
When considering the scenario where the drawbridge cable suddenly breaks, it is crucial to understand the concept of angular acceleration. Angular acceleration, represented by the symbol \( \alpha \), is the rate at which the angular velocity of an object changes with time. In this problem, once the cable breaks, the drawbridge will start to rotate about the hinge due to the unbalanced gravitational force acting on its center of gravity.

For a rod-like object such as a drawbridge rotating about one end, the moment of inertia \( I \) is given by the formula:
  • \( I = \frac{1}{3} m L^2 \)
where \( m \) is the mass of the drawbridge and \( L \) is its length.
If we then apply Newton's second law for rotation (Torque = Moment of Inertia \( \times \) Angular Acceleration), we can express the angular acceleration \( \alpha \) as:
  • \( \tau = I \alpha \)
The torque \( \tau \) caused by the weight of the drawbridge when the cable breaks is calculated as the force of gravity acting at the center of gravity multiplied by the perpendicular distance from the pivot, which is:
  • \( \tau = 45000 \times 7 \sin(37^{\circ}) \)
By substituting this into the equation for torque, the angular acceleration \( \alpha \) can be determined.
Static Equilibrium
Static equilibrium is a state where a rigid body remains at rest, and all forces and torques acting on it are balanced. In the drawbridge problem, the bridge is held in static equilibrium when it is at a \(37^{\circ}\) angle. This means the sum of all forces and the sum of all torques acting on the bridge must be zero. This is achieved by balancing the torque caused by the weight of the drawbridge with the tension from the cable exerting force along the bridge.

To determine equilibrium conditions, consider:
  • The sum of horizontal forces: Tension forces must equal the horizontal component of hinge forces.
  • The sum of vertical forces: The vertical component of hinge forces minus the component of weight acting vertically should sum to zero.
  • The sum of torques about the hinge must be zero: The torque from the cable tension must counterbalance the torque due to the weight of the bridge.
Mathematically, this is expressed as:
  • \( T \times 3.5 \cos(37^{\circ}) = 45000 \times 7 \sin(37^{\circ}) \)
This ensures the bridge remains in its designated position until external conditions change.
Hinge Force Components
Understanding how forces interact at hinges is key in statics, especially in scenarios involving rotating bodies such as drawbridges. Hinge force components consist of horizontal and vertical forces exerted by the hinge that keep the structure stabilized. These forces counteract the external forces applied, such as tension from a cable or weight due to gravity.

To calculate these components in the drawbridge problem, the following steps are taken:
  • **Horizontal Component** \( (F_{hx}) \): Equal to the tension in the cable as it acts horizontally.
  • **Vertical Component** \( (F_{hy}) \): Equal to the total weight of the drawbridge minus the force component due to tension:
\[F_{hy} = W - T \sin(37^{\circ})\]Together, these components will give the net force and direction exerted by the hinge to maintain the drawbridge's static position. Being able to decompose these forces offers insights into how designs can withstand loads and maintain structural integrity.

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Most popular questions from this chapter

A 350 -N, uniform, 1.50 -m bar is suspended horizontally by two vertical cables at each end. Cable \(A\) can support a maximum tension of 500.0 \(\mathrm{N}\) without breaking, and cable \(B\) can support up to 400.0 \(\mathrm{N} .\) You want to place a small weight on this bar. (a) What is the heaviest weight you can put on without breaking either cable, and (b) where should you put this weight?

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BIO Biceps Muscle. A relaxed biceps muscle requires a force of 25.0 \(\mathrm{N}\) for an elongation of 3.0 \(\mathrm{cm}\) ; the same muscle under maximum tension requires a force of 500 \(\mathrm{N}\) for the same elongation. Find Young's modulus for the muscle tissue under each of these conditions if the muscle is assumed to be a uniform cylinder with length 0.200 \(\mathrm{m}\) and cross-sectional area 50.0 \(\mathrm{cm}^{2} .\)

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Mountain Climbing. Mountaineers often use a rope to lower them- selves down the face of a cliff (this is called rappelling). They do this with their body nearly horizontal and their feet pushing against the cliff (Fig. Pl1.45). Suppose that an 82.0 -kg climber, who is 1.90 m tall and has a center of gravity 1.1 \(\mathrm{m}\) from his feet, rappels down a vertical cliff with his body raised \(35.0^{\circ}\) above the horizontal. He holds the rope 1.40 \(\mathrm{m}\) from his feet, and it makes a \(25.0^{\circ}\) angle with the cliff face. (a) What tension does his rope need to support? (b) Find the horizontal and vertical components of the force that the cliff face exerts on the climber's feet. (c) What minimum coefficient of static friction is needed to prevent the climber's feet from slipping on the cliff face if he has one foot at a time against the cliff?

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