Physics: Principles with Applications
Physics: Principles with Applications
6th Edition
ISBN: 9780130606204
Author: Douglas C. Giancoli
Publisher: Prentice Hall
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Chapter 9, Problem 68GP

(a)

To determine

To Find: The maximum weight of a person.

(a)

Expert Solution
Check Mark

Answer to Problem 68GP

The maximum weight of a person who can walk to the point D without tipping the beam is 550 N .

Explanation of Solution

Given:

Length of the beam, l = 20 m .

Weight of beam, mB×= 550 N .

Formula used:

The maximum weight of a person who can walk to the point D without tipping the beam is calculate by applying torque at point B

   τ = 0 mB×g×distance up to B - W×distance up to B = 0

Here,

  τ is torque,

  mB×g is weight of beam,

  W is weight of person.

Calculation:

Substitute the given values in the above equation:

  mB×g×5 - W×5 = 0W = mB×gW = 550 N

Conclusion:

Thus, the maximum weight of a person who can walk to the point D without tipping the beam is 550 N

(b)

To determine

To Find: The forces exerted by wall A and B on beam.

(b)

Expert Solution
Check Mark

Answer to Problem 68GP

The forces that the walls A and B exert on the beam when the person is standing at point D is FA = 0 N and FB = 1100 N .

Explanation of Solution

Given:

Length of the beam, l = 20 m .

Weight of beam, mB×= 550 N .

Formula used:

At point D, taking the equilibrium condition in vertical direction

   Fy= 0  Fy= FB - mB×g - W = 0

Here,

  Fy is vertical force,

  FB is reaction force at B point,

  mB×g is weight of beam,

  W is weight of person.

Calculation:

Substitute the given values in the above equation

  FB - mB×g - W=0FB = mB×g + WFB = 2×550=1100 N

Conclusion:

Thus, the forces that the walls A and B exert on the beam when the person is standing at point D is FA = 0 N and FB = 1100 N

(c)

To determine

To Find: The forces exerted by wall A and B on beam.

(c)

Expert Solution
Check Mark

Answer to Problem 68GP

The forces that the walls A and B exert on the beam when the person is standing at a point 2 m to the right of B is FA = 137.5 N and FB = 962.5 N .

Explanation of Solution

Given:

Length of the beam, l = 20 m .

Weight of beam, mB×= 550 N .

Formula used:

Applying the torque at a point 2m to the right of B and then take the equilibrium condition for the vertical forces, Use the following formula

   τB = 0 mB×g×distance up to B - W×distance to the right of B - FA×distance uo to B = 0 Fy = 0FA + FB - mB×g - W = 0

Here,

  τB is torque at point B,

  Fy is vertical force,

  FB is reaction force at B point,

  FA is reaction force at A point,

  mB×g is weight of beam,

  W is weight of person.

Calculation:

Substitute the given values in the above equation,

  FA = mB×g×5 - 2×W12 = 137.5 NFA + FB - mB×g - W = 0FB = 2×W - FAFB = 1100 - 137.5 = 962.5 N

Conclusion:

Thus, the forces that the walls A and B exert on the beam when the person is standing at a point 2m to the right of B is FA = 137.5 N and FB = 962.5 N .

(d)

To determine

To Find: The forces exerted by wall A and B on beam.

(d)

Expert Solution
Check Mark

Answer to Problem 68GP

The forces that the walls A and B exert on the beam when the person is standing at a point 2m to the right of B is FA = 687.5 N and FB = 412.5 N .

Explanation of Solution

Given:

Length of the beam l = 20 m .

Weight of beam mB×= 550 N .

Formula used:

Applying the torque at a point 2m to the right of B and then take the equilibrium condition for the vertical forces, following formula will be used

   τA = 0 mB×g×distance up to B - W×distance to the right of A - FA×distance uo to B = 0 Fy = 0FA + FB - mB×g - W = 0Calculation:

Substitute the given values in the above equation,

  FA = mB×g×5 + 10×W12 = 687.5 NFA+FB - mB×g - W = 0FB = 2×W - FAFB = 1100 - 687.5 = 412.5 N

Conclusion:

Thus, the forces that the walls A and B exert on the beam when the person is standing at a point 2m to the right of B is FA = 687.5 N and FB = 412.5 N .

Chapter 9 Solutions

Physics: Principles with Applications

Ch. 9 - Prob. 11QCh. 9 - Why is it not possible to sit upright in a chair...Ch. 9 - Why is it more difficult to do sit-ups when your...Ch. 9 - Explain why touching your toes while you are...Ch. 9 - Prob. 15QCh. 9 - Name the type of equilibrium for each position of...Ch. 9 - ( 17. ) Is the Young's modulus for a bungee cord...Ch. 9 - Prob. 18QCh. 9 - Prob. 19QCh. 9 - Three forces are applied to a tree sapling, as...Ch. 9 - Prob. 2PCh. 9 - 3(I) A tower crane ( Fig. 9-48a) must always be...Ch. 9 - What is the mass of the diver in Fig. 9-49 if she...Ch. 9 - Prob. 5PCh. 9 - Figure 9-50 shows a pair of forceps used to hold a...Ch. 9 - Prob. 7PCh. 9 - The two trees in Fig. 9-51 are 6.6 m apart. A...Ch. 9 - Prob. 9PCh. 9 - Prob. 10PCh. 9 - Prob. 11PCh. 9 - Find the tension in the two cords shown in Fig....Ch. 9 - Prob. 13PCh. 9 - Prob. 14PCh. 9 - The force required to pull the cork out of the top...Ch. 9 - Prob. 16PCh. 9 - Three children are trying to balance on a seesaw,...Ch. 9 - A shop sign weighing 215 N hangs from the end of a...Ch. 9 - Prob. 19PCh. 9 - Prob. 20PCh. 9 - Prob. 21PCh. 9 - 22 (II) A 20.0-m-long uniform beam weighing 650 N...Ch. 9 - Prob. 23PCh. 9 - Prob. 24PCh. 9 - Prob. 25PCh. 9 - Prob. 26PCh. 9 - A uniform rod AB of length 5.0 m and mass M=3.S kg...Ch. 9 - You are on a pirate ship and being forced to walk...Ch. 9 - Prob. 29PCh. 9 - Prob. 30PCh. 9 - Prob. 31PCh. 9 - Prob. 32PCh. 9 - Prob. 33PCh. 9 - Prob. 34PCh. 9 - Prob. 35PCh. 9 - If 25 kg is the maximum mass m that a person can...Ch. 9 - Prob. 37PCh. 9 - Prob. 38PCh. 9 - Prob. 39PCh. 9 - A marble column of cross-sectional area 1.4 m2...Ch. 9 - Prob. 41PCh. 9 - A sign (mass 1700 kg) hangs from the bottom end of...Ch. 9 - Prob. 43PCh. 9 - Prob. 44PCh. 9 - Prob. 45PCh. 9 - A steel wire 2.3 mm in diameter stretches by...Ch. 9 - Prob. 47PCh. 9 - Prob. 48PCh. 9 - Prob. 49PCh. 9 - Prob. 50PCh. 9 - Prob. 51PCh. 9 - (a) What is the minimum cross-sectional area...Ch. 9 - Prob. 53PCh. 9 - Prob. 54PCh. 9 - Prob. 55PCh. 9 - Prob. 56PCh. 9 - Prob. 57GPCh. 9 - Prob. 58GPCh. 9 - Prob. 59GPCh. 9 - Prob. 60GPCh. 9 - Prob. 61GPCh. 9 - Prob. 62GPCh. 9 - Prob. 63GPCh. 9 - Prob. 64GPCh. 9 - Prob. 65GPCh. 9 - Prob. 66GPCh. 9 - Prob. 67GPCh. 9 - Prob. 68GPCh. 9 - Prob. 69GPCh. 9 - Prob. 70GPCh. 9 - Prob. 71GPCh. 9 - Prob. 72GPCh. 9 - Prob. 73GPCh. 9 - Prob. 74GPCh. 9 - Prob. 75GPCh. 9 - Prob. 76GPCh. 9 - Prob. 77GPCh. 9 - Prob. 78GPCh. 9 - Prob. 79GPCh. 9 - Prob. 80GP
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