College Physics Volume 2
College Physics Volume 2
2nd Edition
ISBN: 9781319115111
Author: Roger Freedman, Todd Ruskell, Philip R. Kesten, David L. Tauck
Publisher: W. H. Freeman
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Chapter 5, Problem 79QAP
To determine

The magnitude of the tension in the string which connects two blocks, one of which hangs vertically down and the other resting on an inclined plane.

Expert Solution & Answer
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Answer to Problem 79QAP

The tension in the string is found to be 3.92 N.

Explanation of Solution

Given info:

Mass of the block placed on the incline

  m1=1.00 kg

Mass of the hanging block

  m2=0.400 kg

Angle made by the plane with horizontal

  θ=30.0°

Coefficient of static friction

  μs=0.500

Coefficient of kinetic friction

  μk=0.400

Formula used:

Free body diagrams are drawn for the two blocks and the tension in the string is determined using the force equations for both the blocks.

The free body diagram for the block of mass m2, assuming the positive x axis pointing upwards and the y axis perpendicular to it is shown below.

The weight of the block is w2, which acts along the −x direction and the tension T acts along the +x direction.

  College Physics Volume 2, Chapter 5, Problem 79QAP , additional homework tip  1

The total force acting along the +x direction is given by,

  F2x=Tw2......(1)

Draw the free body diagram for the block of mass m1 assuming that the block tends to slide down the plane. This would result in the force of friction f to act upwards. The coordinate system under consideration has its +x direction pointing down along the incline and the +y direction perpendicular to the incline.

  College Physics Volume 2, Chapter 5, Problem 79QAP , additional homework tip  2

The weight w1 acts downwards and the normal force n acts along the +y direction. The force of friction f and the tension T acts parallel to the plane along the −x direction.

Resolve the weight w1 into two components w1x and w1y along the +x and the +y directions.

The force equation along the +x direction is given by,

  F1x=w1xfT......(2)

The force equation along the +y direction is given by,

  F1y=nw1y......(3)

Since the block is in equilibrium in the y direction,

  F1y=nw1y=0

Hence,

  n=w1y......(4)

The force of friction and the normal force are related as follows:

  f=μn......(5)

The value of the coefficient of friction μ takes the value of μs if the block is at rest and μk if the block is in motion.

Calculation:

The system would be at rest, if the following conditions are satisfied:

  F2x=0

and F1x=0

If F2x=0, then from equation (1),

  T=w2

Since w2=m2g, where g is the acceleration of free fall

  T=m2g

Substitute the values of the variables in the above equation,

  T=m2g=(0.400 kg)(9.80 m/s2)=3.92 N

To check whether the system is at rest, use the expression F1x=0.

Therefore,

  w1xfT=0

Calculate the value of w1xT.

The component w1x=w1sinθ, where, w1=m1g.

Therefore,

  w1xT=m1gsinθT

Use the values of the variables in the equation.

  w1xT=m1gsinθT=(1.00 kg)(9.80 m/s2)(sin30.0°)3.92 N=4.90 N3.92 N=0.98 N

If the system is at rest, assume the maximum force of static friction to act on the block.

Then,

  fmax=μsn

From equation (4),

  fmax=μsn=μsw1y

The component w1y is given by,

  w1y=w1cosθ, where w1=m1g

Calculate the maximum force of static friction acting on the block.

  fmax=μsw1y=μsm1gcosθ=(0.500)(1.00 kg)(9.80 m/s2)(cos30.0°)=4.24 N

It can be seen that fmax>w1xT, which proves that the block on the incline is at rest.

Conclusion:

Since the system is at rest, the force of tension in the string is equal to 3.92 N.

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Chapter 5 Solutions

College Physics Volume 2

Ch. 5 - Prob. 11QAPCh. 5 - Prob. 12QAPCh. 5 - Prob. 13QAPCh. 5 - Prob. 14QAPCh. 5 - Prob. 15QAPCh. 5 - Prob. 16QAPCh. 5 - Prob. 17QAPCh. 5 - Prob. 18QAPCh. 5 - Prob. 19QAPCh. 5 - Prob. 20QAPCh. 5 - Prob. 21QAPCh. 5 - Prob. 22QAPCh. 5 - Prob. 23QAPCh. 5 - Prob. 24QAPCh. 5 - Prob. 25QAPCh. 5 - Prob. 26QAPCh. 5 - Prob. 27QAPCh. 5 - Prob. 28QAPCh. 5 - Prob. 29QAPCh. 5 - Prob. 30QAPCh. 5 - Prob. 31QAPCh. 5 - Prob. 32QAPCh. 5 - Prob. 33QAPCh. 5 - Prob. 34QAPCh. 5 - Prob. 35QAPCh. 5 - Prob. 36QAPCh. 5 - Prob. 37QAPCh. 5 - Prob. 38QAPCh. 5 - Prob. 39QAPCh. 5 - Prob. 40QAPCh. 5 - Prob. 41QAPCh. 5 - Prob. 42QAPCh. 5 - Prob. 43QAPCh. 5 - Prob. 44QAPCh. 5 - Prob. 45QAPCh. 5 - Prob. 46QAPCh. 5 - Prob. 47QAPCh. 5 - Prob. 48QAPCh. 5 - Prob. 49QAPCh. 5 - Prob. 50QAPCh. 5 - Prob. 51QAPCh. 5 - Prob. 52QAPCh. 5 - Prob. 53QAPCh. 5 - Prob. 54QAPCh. 5 - Prob. 55QAPCh. 5 - Prob. 56QAPCh. 5 - Prob. 57QAPCh. 5 - Prob. 58QAPCh. 5 - Prob. 59QAPCh. 5 - Prob. 60QAPCh. 5 - Prob. 61QAPCh. 5 - Prob. 62QAPCh. 5 - Prob. 63QAPCh. 5 - Prob. 64QAPCh. 5 - Prob. 65QAPCh. 5 - Prob. 66QAPCh. 5 - Prob. 67QAPCh. 5 - Prob. 68QAPCh. 5 - Prob. 69QAPCh. 5 - Prob. 70QAPCh. 5 - Prob. 71QAPCh. 5 - Prob. 72QAPCh. 5 - Prob. 73QAPCh. 5 - Prob. 74QAPCh. 5 - Prob. 75QAPCh. 5 - Prob. 76QAPCh. 5 - Prob. 77QAPCh. 5 - Prob. 78QAPCh. 5 - Prob. 79QAPCh. 5 - Prob. 80QAPCh. 5 - Prob. 81QAPCh. 5 - Prob. 82QAPCh. 5 - Prob. 83QAPCh. 5 - Prob. 84QAPCh. 5 - Prob. 85QAPCh. 5 - Prob. 86QAPCh. 5 - Prob. 87QAPCh. 5 - Prob. 88QAPCh. 5 - Prob. 89QAPCh. 5 - Prob. 90QAP
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