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Page 1: Physics 12 Name: Ultimate Equilibrium Review Assignment τ F d Equilibrium Review Answers.pdf · Physics 12 Name: Ultimate Equilibrium Review Assignment Key Formulae: ... A bar 1.0

Physics 12 Name:

Ultimate Equilibrium Review Assignment

Key Formulae: τ = F⊥d 0108 1.

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b) What is the tension in the rope? (5 marks)

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Scholarship Questions. Nasty, but neat-o!!!! 9401 35.

b) What are the magnitude and direction of the force that the pin exerts on the beam? (7 marks)

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b) What is the minimum coefficient of friction between the block and the inclined surface to prevent the block from sliding down the incline? (8 marks)

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8501 38. A uniform ladder has a mass of 16.0 kg and a length of 8.50 m. It stands on the ground and leans against a vertical wall, making an angle of 62.0 degrees with the ground. The friction between the wall and the ladder is not significant. What is the smallest force of friction between the ladder and the ground that will just prevent the ladder from slipping?

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39.

The above diagram shows a uniform 24 kg beam hinged to the wall at A and supported at B by a cable. What is the magnitude of the horizontal force exerted by the wall on the beam? (10 marks)

A B 32o

4.5 m

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0690 40.

A bar 1.0 m long has five forces acting on it as shown in the above diagram. What are the magnitude, direction, and location of the single force required to produce static equilibrium? The weight and thickness of the bar are insignificant. (12 marks)

30o .20 m

5.0 N 8.0 N

6.0 N

7.0 N

4.0 N

0.80 m

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Answers: 1. a 2. c 3. a 4. 82 N 5. d 6. c 7. c 8. 215 N 9. b 10. 3.8 kg 11. d 12. b 13. FB=1.49 x 104 N,

FA=3.31 x 104 N 14. To balance the gravitational force

on the sign, there must be an upwards force, since the sign is in equilibrium. In diagram B there is no upwards force, therefore diagram B is impossible.

15. b 16. d 17. d 18. 1600 N 19. a 20. a 21. c 22. T1=302 N, T2=224 N 23. b 24. c 25. c 26. Fh=1.4 x 103 N 27. d 28. c 29. a) FB=480 N, FA=350 N

b) increase c) see online solution key

30. a 31. d 32. 1500 N

33. a) 1.3 x 102 N b) increase c) The vertical component of the tension is equal weight and is unchanged. Peter’s horizontal force increases with a larger angle. The horizontal component of the tension is equal to Peter’s and therefore also increases. Thus, the resultant tension is increased.

34. TL=253 N, TR=110 N 35. b) F=1.9 x 103 N @ 42o above

the horizontal 36. TA=2.9 x 103 N, 65θ = o 37. 0.48µ = 38. 41.7 N 39. 188 N 40. 4.96 N @ 54o above horizontal,

located 0.15 m from the left side